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969 NE 92 St (3)ADDRESS OF FILE REQUESTED: INFORMATION REQUESTED: Acknowledged by: FILE RETURNED TO: INITIAL Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PLEASE PRINT DATE: L [501 dl.p TIME: NAME OF PERSON REQUESTING FILE: eV\ r inz Lc r Q PHONE #: 3 75b 5 EX0 YOUR ADDRESS: qa) cr V v c Q(p9 NtE Ra "ds-E vrvec� esF ho use J I understand that all documents in this file are property of Miami Shores Village and that NO documents may be removed from this file. You may get 4 complementary copies (8x11) size, additional copies will be furnished at 0.15 cents per page, not including any blue prints. If blue prints are order please be aware that we are not responsible for the quality of the printed documents. C O I F MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ,t VAal /4d Sb Type Insp'n Permit No. Name Address 96 9 5 7 Company Phone # Inspection Date Approved '; Correction Re -Insp' n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date \ta — 7( i!_ Type Insp'n ,r <_- Permit No. Name Address Company Phone # C Inspection Date Approved Correction ❑ Re -Insp' n Fee ❑ ' ( S.K MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (q\/6 aCt Type Insp'n No. b/ 03—n 4 Name v i Address f k�-= ' Company Phone # Inspection Date Q o Approved Correction Re -Insp' n Fee f s (1<,, s7C,g,,,zd (` CcLcg_ ? MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buils'ng I >.pection Request Time Permit No. ( `V'( °Ze 444 Date Type Insp' Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee Date Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui1 frig I , . pection Request Type Insp' Permit No. Time s Name & Date MIAMI SHORES VILLAGE UILDING DEPARTMENT 305- 795 -2204 BuMing Inspection Request 2 Date -` Time Type Insp'n Approved Correction Re- Insp'n Fee 3 1 00 i ce Permit No. 2 03- 12 1 Name Par( q Q Address �� S Company / Phone # 4 6( ,, - UQ� S3 - For Inspector: 7 12.q Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT ' r) 305- 795 -2204 Building Inspection Request Date ''1 Time Type Insp' n Permit No. 03 iitPi Name �� I Address C7 (O Company Phone # ` - J . N � C a ) s For Inspector: Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B uilding Inspection Request Date gN, Time Type Insp'n 6E)� � ' Permit N. r''�c(� I Y 5 / Name Address Company Phone # 7t `' t c3- 6 o7 For Inspector: Name & Date Approved .) orrection Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date (/‘ -- Time Type Insp'n Permit I‘i e l c• - , / 2 // /Correction Ii Re-Insp'n Fee Name Address Company Phone # For Inspector: Approved rJ - /•".-- • ,,,,--‘ ,,,-, , _ ,.."7., 2 • .7- '''' . r'•',,,/ (", 2,2 \ = Name & Date 1 / /2 ; fT Return to: CHRISTOPHER P. KELLEY, P.A. 11098 Biscayne Boulevard, Suite 205 Miami, FL 33161 Instrument Prepared By: CHRISTOPHER P. KELLEY, Esquire 11098 Biscayne Boulevard, Suite 205 Miami, FL 33161 Grantee's Tax ID No. Folio No. 11..3206- 006 -0031 20433PG1186 02R3373 1.7 2002 MAY 31 16, i.0 DO( :STPDEE 238.00 SIJRTX 216.00 HARVEY RU VIN? CLERK DADE COUNTY, FL WARRANTY DEED THIS INDENTURE, Made this 2 .f day of d 6 , 2002, Between, LEROY NECKLES and MARGARET NECKLES, husband and wife, GRANTORS, and MICHAEL MEYER, whose post office address is 230 Mr / o " JP . � /,,, e 3 cf GRANTEE, WITNESSETH, That said GRANTORS, for and in consideration of the sum of Ten and 00/100 Dollars, and other good and valuable considerations to said GRANTORS in hand paid by said GRANTEE, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said GRANTEE, and GRANTEE's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 3 of GOLDEN GATE PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 54, of the Public Records of Dade County, Florida SUBJECT TO: Applicable zoning and /or restrictions and prohibitions imposed by governmental authority; Conditions, Restrictions limitations, reservations, easements, and other matters appearing on records, if any; Utility easements of record, taxes for the year 2002 and subsequent years. and said GRANTORS do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, GRANTORS have hereunto set their hands and seals the day and year first above written. Signed sealed, and delivere in our presence: Witness Name 1- ors E Print Name Witness, re. Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE ) My Commission Expires: RECORDED IMOFF/CIAL REC S M OF FLORA. RECORD VERIFIED HARVEY RUVIN CLL RX CIRCUIT COUP' 1 EROYECK)ES % Grantor .iG 6 �7 2r , " •af' M R ET NECKLES Grantor ft () ��.r� '' 7 40 NO 'Y PUBLIC, 9 c I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared LEROY NECKLES and MARGARET NECKLES, who produced Q.Z. and fi k „..” /,e/ /,1. G• , respectively, as identification, and who executed the foregoing instrument and acknowledged before me that they executed the same. ITNESS my hand and official seal in the County and State last aforesaid this 2 L day of C , 2002. a a`sy Christopher P Keiley ;) y} My Commission CC925Q49 n 4p b Of Expires May 21, 2004 l at Large 305- 795 -2204 Building Inspection Request Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT ,c9� Date Type Insp'n Permit No. p 0 A f 4 \-t\-( Name Address 9‘ q /A_ (0 Company r3 rN Yi Phone # 3 For Inspector: ( 2/ 1s l a3BName & Da pprovU e -4) 7 4' 141 e pYs .. L � t ' Ian 0 �-; t 4 s c —� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date a` q ' Time �� ` Type Insp'n - �I�� z ; Permit No. 6p LCC 12_44 Name al Address PG 9 1 — ` Si— Approved Correction Re- Insp'n Fee Company Phone # For Inspector: ID. (0, Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time �� !' TypeInsp'n �_ .> ��!i�%)" Permit No. op Z `cC 3- ti 2_ ` L rP � Name l�"�L tit a; ) Address q s Company Phone # For Inspector: Approved Correction Re- Insp'n Fee Name & Date 0 0 /- ' ^A, MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date r Type Insp'n omy Permit No. 8P COU - ELL y Name ecieY Address C 1 1 1 . 1 `'I N1 ¶a S I- Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Date! Type Insp'n, F (l Permit No. 13 f 0-0.6S - 1J`"--I C Name 1 E . 1 Address C (o q e. 7 S .r Company Phone # Inspection Date ic I :% . Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request MIAMI SHORES VILLAGE BUILDING DEPARTMENT 4. D 305- 795 -2204 4 B u il ing Inspection Request _Jv Dat 2 Type Insp'n 1 JJV bfro ' Permit No. ( - / 2 L7 NameM Address q q `a. 451 Company yv Phone # Inspection Date 0_ ?-3 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT J 305- 795 -2204 ,2 Buil ing Inspection Request ; L Dat — r ) f n T eIns n YP P' Permit No. C( J 2 Name 1� c /e V Address C4 t i �� .0 }L Inspection Date Approved Correction Re- Insp'n Fee n • Company ! � �- Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil ing Inspection Request Date __ . Time Type Insp'n (Jab . Permit No. 6 1 2 v[ � A j J4 Name Heger Address qc1 q Mt, 1Z. (S . Company ! J lJ'C_ . 653D- Phone # For Inspector: IQ-- n Name & Date Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Builgling Inspection Request Date r' �� -�! . Time *". Type Insp'n . Permit No. 3 P C( !3 ( f Name AC' (4._ Address q(() (() rl toe. Company ) Phone # P— .. For Inspector: \ cl T+ Approved Correction Re- Insp'n Fee e � 7 5 Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 11 Time Approved Correction Re- Insp'n Fee ) Type Insp'n � �� ' s ( fi Permit No. �'6? 03 i 4 Name Oa-ICY Address gD E q - 34 . Company Phone # For Inspector: I t b Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date a Time , Type Insp'n Permit No. .) ; Name Address Approved 1. Correction Re- Insp'n Fee ❑ Company Phone # w For Inspector: ; u Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request ,*s) Date Time Type Insp'n T,C Permit No. 13 P 0' - -u 4 Name P l �t� y Address q' q VUE !2S- Company Phone # For Inspector: ) I '0c Name & Date Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Time , Type Insp'n :;" — Permit No , Name f);( Address '1 Company Phone # For Inspector: ; ; z; Name & Date Approved Correction Re-Insp'n Fee \ MIAMI SHORES VILLAGE BUILDING DEPARTMENT p � 305- 795 -2204 Building Inspection Request Date 1I ? Time Type Insp'n� -- _ • 774, aa4-4 Permit No. bY 0 Name Address Company Phone # Approved Correction Re- Insp'n Fee cq Kt; G- 5y - 1Z51 (J ui IckfuL — 78(o 3-U07 For Inspector: 6). l 09 Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 ■_\ Building Inspection Request Date I1 - D � ' - O Type Insp'n' �:: , Permit No. . ,% Name 1 \ C. ■ 'C' ',S, % ? =-�-n 1 • J Address j 'lc \i r ') - :.) 1 - Company : ∎ t� -'1 l:1 t ; ; Q v)) Phone # - 7 (_ (a -° (t`r ; J - OS C) - 7 For Inspector: 1 Approved Correction Re- Insp'n Fee Time Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 �( )\ Building Inspection Request Date 9 0 Time Approved Correction Re- Insp'n Fee Type Insp'n FoDi r 5166 Permit No. 3P- c - 0. NameKeicx � Address �/; 9(� *, `''� Company \ 1 16r c ) Phone # For Inspector: 10 , p� Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 nL� Building Inspection Request \ \`' Date Time Type Insp'n -' Permit No. '--' ) Name Address e� Company { . Phone # 4 For Inspector: ' Approved Correction Re- Insp'n Fee J Name & Date (Y. LI Dat MIAMI S ORES VILLAGE UILDING DEPA'`TMENT e v 305- 795 -2204 �J Building Inspection Request Type Insp'n Permit. Name Address v v . E _ 9 r R' 7Q L Phone # -- — �1 S - 3- SP o7 For Inspector: ( Company Approved Correction Re- Insp'n Fee ..1 Time Name & Date STRUCTURAL INSPECTION TYPE - •• • DATE Footing r /,�� Columns / Poured Cells / , p Tie Beam /` IN '+ Rake Beam !� Akt 2nd Floor Slab Rough 2nd Floor Columns B. Alarm Prewire 2nd Floor Tie Beam T.V. Prewire Drainfield Roof Sheating Intercom Prewire Wall Sheathing Phone Prewire Floor Sheating B. Alarm Final Truss, Roof T.V. Final ''t Yr Truss, Floor Intercom Final Store Front Phone Final Buck 30 Day Temp Power J Lath Pool Grounding Gas Rough Window Installation } /t FA A Door Installation Tin Cap ." f .' o '1":" 7. \ 'a\ Mop in Progress Tile in Progress , Ua. c MECHANICAL INSPECTION TYPE INSPECTOR DATE Undgr A/C Pipe ✓ O., e p, z Slab condensate Framing Slab Jenn -Aire Insulation /, 1, � Rough Duct A 17 z _ UQ , Rough Pipe Rough Exhaust Fan Rough B. Alarm Prewire Hood Rough T.V. Prewire Drainfield Pool Heat Pump Intercom Prewire Fire Dampers Phone Prewire Fireplace Vent B. Alarm Final Vacuum Pipe Rough T.V. Final ''t Yr Vacuum Pipe Final Intercom Final Equipment Anchor Phone Final Suppression Test 30 Day Temp Power Tuct Detector Pool Grounding Gas Rough Ventilation } /t FA A Pressure Test ." f .' o '1":" 7. i �/'Ti1 FINAL �- - e , Ua. c STRUCTURAL INSPECTION TYPE INSPECTOR DATE Shingle in Progress Framing ,'ti`_ Insulation /, 1, � 1.1\-2A1 �().Vit\C Drywall Sidewalk Driveway Form / Rock Rough Storm Shutter Anchors B. Alarm Prewire Storm Shutter Final T.V. Prewire Drainfield Patio /Deck Final Intercom Prewire Fence Final Phone Prewire Pool Steel B. Alarm Final * Patio Deck T.V. Final ''t Yr Screen Enci Final Intercom Final Pool Final Phone Final Roof Final 30 Day Temp Power / Pool Grounding Gas Rough )♦ } /t FA A Gas Final ." f .' o '1":" 7. i �/'Ti1 Well FINAL l W � !' ELECTRICAL INSPECTION TYPE NSPEC1OR DATE Temporary Pole Footer Grounding Slab d Floor Rough Service 3rd Floor Rough Rough B. Alarm Prewire T.V. Prewire Drainfield Intercom Prewire Suppression Test Phone Prewire B. Alarm Final T.V. Final Sewer Intercom Final Water Service Phone Final 30 Day Temp Power Pool Grounding Gas Rough Pool Slab Gas Final ." f .' o '1":" 7. i �/'Ti1 Well Interceptor FINAL ja rf >o/P ry PLUMBING INSPECTION TYPE = • - DATE Ground Rough 'Top Out 1A IL '65 d Floor Rough 3rd Floor Rough Condensate Drainfield Suppression Test Septic Sewer Water Service L P Tank Gas Rough Gas Final irrigation Int: Ext: Well Interceptor ' Pressure Test Fire Sprinkler Final Pool Maindrain t '''- il Pool Piping ) i o FINAL ` t .it EMI T I '6 NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION RECORD WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS "1 '.9/ O) )7 t* zd,&f1tiL fir, ycy FOR INSPECTIONS CAL 05- 795 -2204 INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305- 795 -2204 1IWd3d 0NIU3AO3 3A1133101Ad HAM ONI01Il9 d0 331/A NO CONTRACTOR PERMIT TYPE f/ OEM NO a31VDIaNI SY DNINDVB 01 N31SV I b13N31SVd HIIM dV1d N33fOSIA 3aVIN 38 111M NOI13 dSNI ON HO SaOH13 AI DNIMO11O1 3H1 AO 3NO AS 801' =IH1 AO INOHI 3H1 NO a3AV1dS113 38 1Sf VJ aUVO IIINH3d SIH1 DISPLAY THIS CARD ON FRONT OF JOB MIAMI SHORES VILLAGE BUILDING PERMIT PERMIT # ep 0(3- /.R C DATE SEP - 4 2003 1 OWNER 'er E110 310031 3AI1331Odd „ta „ 4 ADDRESS 9' 7 4, 5 9 5 ui S FX2 1 NOIIVI113N3d I „8t NM —Ir.. II „8l ' 09 0NIX3V9 • „Zl "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264-0229 DRAW BY: 44 Pawn PurvPgurs Jnr. LAND SURVEYORS SURVEY No 0 4 - - /288 SHEET No. 2 OF 2 /OT X )C BOUNDARY SURVEY SCALE = i• .za FL Moe NotD- 7 , r 1414. . 3G . U c30•t � ross� x /O. °.tom, /0AS i K N O b\ NA /L af 0 1.514 B. = /0 AAP p,<� s a x /GOO' F NOCAP SURVEYORS NOTE: There may be Easements recorded in the Public Records not shown on this Survey 0 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: Survey of Lot: 3 Subdivision: AMENDED PLAT OF GOLDEN GATE PARK According to the Plat 'thereof as recorded in the Plat Book No. 7 at Page No. 54 of the public records of MIAMI -DADE County, Florida. Property Address: 969 NE 92 ST, MIAMI SHORES, FL 33138 For: MICHAEL MEYER AB 8 A- ARC A /C= MR CONDITIONER PAD. A.E.= ANCHOR EASEMENT. A/R= ALUMINIUM ROOF. A/S= ALUMINIUM SHED. ASPH.= ASPHALT. B.C.= BLOCK CORNER. BLDG.= BUILDING. 8.M.= BENCH MARK 8.0.8.- BASIS OF BEARINGS C- CALCULATED C.8= CATCH BASIN. LF.E= C.B.S= CONCRETE BLOCK STRUCTURELME.- CBW- CONCRETE BLOCK WALL CH= CHORD. CH.8.- CHORD BEARING. CL= CLEAR C.LF.- CHAIN LINK FENCE C.M.E= CANAL MAINTENANCE EASEMENTS CONC.= CONCRETE C.P.= CONC. PORCH. C.S.- CONCRETE SLAB. D.E.= DRAINAGE EASEMENT D.M.E.= DRAINAGE MAINTENANCE EASEMENTS DRIVE= DRIVEWAY DEGREES. E= EAST. fi xrua urUJeJnrs :Jrtr. ia LAND SURVEYORS LOCATION SKETCH R E V I A T F.F.E.= F.N.D.= FR= FT= FNIP.= F.N.= H.- IN.MEG.= LP. 11.= MEASURED DISTANCE AIM= MANHOLE. MA- MONUMENT UNE. N.A.P.= NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N.= NORTH. N.T.S.= NOT TO SCALE /-N0.- NUMBER. 0/S= OFFSET. 0.H.- OVERHEAD 0.H.L= OVERHEAD UTILTY UNES 01M= OVERHANG PVML- PAVEMENT. ET.P.= ELECTRIC TRANSFORMER PAD PL- PLANTER P/ ELEV.= ELEVATIONpit). PROPERTY UNE. ENCR.= ENCROACHMENT. F.H.= FIRE HYDRANT. F.I.P. - FOUND IRON PIPE. F.I.R.= FOUND IRON ROD. ION AND MEAN FINISHED FLOOR ELEVATION. FOUND NAIL & DISK . FRAME. FEET. FEDERAL NATIONAL INSURANCE FOUND NAIL HIGH (HEIGHT) INGRESS AND EGRESS EASEMENT. UGHT POLE. LOWEST FLOOR ELEVATION. LAKE MAINTENANCE EASEMENT MINUTES. P.C.C.= POINT OF COMPOUND CURVE P.C.= POINT OF CURVE. PT.= POINT OF TANGENCY. P00.- POINT OF COMMENCEMENT. PCB.= POINT OF BEGINNING. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAYBE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY I N G P.R.C.= POINT OF REVERSE CURVE P.B.= PLAT BOOK. PG.= PAGE. PWY= PARKWAY. PRM= PERMANENT REFERENCE MONUMENT. P.LS.= PROFESSIONAL LAND SURVEYOR. R.- RECORDED DISTANCE. RR.= RAIL ROAD RES.- RESIDENCE. R/W. RIGHT -OF -WAY. RAD.• RADII'S OF RADIAL R.P. - RADIUS POINT. ROE= RANGE. SEC.- SECTION. STY.. STORY. SW.- SIDEWALK. S.I.P.- SET IRON PIPE LB. /6044. S.= SOUTH. '• SECONDS T. TANGENT. TWP•TOWNSHIP. UT1L= UTUTY. U.P.- UMUTY POLE. W.M.= WATER METER. W.F.= WOOD FENCE W.S.= WOOD SHED. W/R= WOOD ROOF. G • CENTRAL ANGLE - CENTER UNE iC • ANGLE. EXAMNATIONS OF THE ABSTRACT OF TITLE WIU. HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS. UDAITATIONS, RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PRONDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED 14 'THE FIELD, COULD BE DRAWN AT A S101191 SCALE AND /OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK. UNLESS OTHERWISE SHOWN, THE TERM 'ENCROACHMENT MEANS NSBLE AND ABOVE GROUND ENCROACHMENTS ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WIL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY. HAS BEEN PREPARED FOR THE EXCLUSVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HERON DESCRIBED LAND TO GE Scale 1"= NT.S. LEGEND TYPICAL CLF= CHAIN LINK FENCE Z$ CBS WALL (•LBW) -0 IF =IRON FENCE -0H- OVERHEAD UTILITY LINES 7%-# WF =WOOD FENCE "0.00 = EXISTING ELEVATIONS. ®= PROPOSED ELEVATIONS. $ U R V E Y O R S ' S N O T E S : 1). IF SH01W1, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. F NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2). IF SHOWN , ELEVATIONS ARE REFERRED To DA-De cauNTy BM/ 8-62 e74- ELEV. FEET. OF N.G.V.D. OF 1929. NE %G ST &/O AVE 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1 :7500 FT. 1 HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. 8Y: REVISED ON 2044 N SURVEY Nod 0001288 SHEET No. / OF 2 - Date: 02/03/2004 02_0 ote IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR N0. Z c STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON* Situated in Zone: X Community /Panel /Suffix: 120652 - 0093 -J Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: MICHAEL MEYER SEAL B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/1995 03/02/1994 X N/A • FOLIO #: 1132060060031 LATITUDE /LONGITUDE (OPTIONAL) (## - ##' - ##.##" or ##.#1###) CERTIFIER'S NAME ADDRESS 5582 N.W. SIGNATURE FEMA Form 81 -3', JAN 2003 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE C.O.R.: 10.65 FT 4- 0001288 BUILDING OWNER'S NAME MICHAEL MEYER BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 969 NE 92 ST Important: Read the instructions on pages 1 - 7. For Insurance Company Use: Policy Number Company NAIL Number SECTION A - PROPERTY OWNER INFORMATION CITY STATE MIAMI SHORES FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 3 Block of AMENDED PLAT OF GOLDEN GATE PARK according to the plat thereof as recorded in Plat Book 7 at Page 54 of the public records of MIAMI -DADE County, Florida. BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL HORIZONTAL DATUM: I I NAD 1927 I I NAD 1983 SOURCE: I I GPS (Type): IJ USGS Quad Map IX I Other: NGVD 1929 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FL B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1 1 FIS Profile 1 XI FIRM 11 Community Determined 1 1 Other (Describe): B11.Indicate the elevation datum used for the BFE in B9: IX 1 NGVD 1929 1 1 NAVD 1988 1 (Other (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes I X I No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1 !Construction Drawings* 1 !Building Under Construction* 1 X1 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARJA, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion /Comments N/A Elevation reference mark used 90 Does the elevation reference mark used appear on the FIRM? O a) Top of bottom floor (including basement or enclosure) 13.06 ft.(m) O b) Top of next higher floor N/A ft.(m) O c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) O d) Attached garage (top of slab) 11.56 ft.(m) O e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments area.) 10.93 ft.(m) O f) Lowest adjacent (finished) grade (LAG) 10.66 ft.(m) O g) Highest adjacent (finished) grade (HAG) 11.36 ft.(m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ; P se Number, Embossed Seal, O i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) ' Signature, and Date SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. John Ibarra 5204 E , SUITE 202 LICENSE NUMBER TITLE COMPANY NAME Professional Land Surveyor NOVA SURVEYORS, INC. O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 33138 IXI Yes I -I No CITY STATE ZIP CODE MIAMI FL 33126 DATE TELEPHONE 02/04/2004 (305) 264 -2660 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces. copy the corresponding information from Section A. 4-0001288 BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 969 NE 92 ST CITY STATE ZIP CODE MIAMI SHORES FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) , Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION C3(E) LOWEST ELEVATION OF MACHINERY IS THE A/C PAD SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I I I ft.(m) I I I in.(cm) I I above or I 1 below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I I I ft.(m) I I I in.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes I I No I I Unknown. The local official must certify this information in Section SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME MICHAEL MEYER ADDRESS CITY STATE ZIP CODE 969 NE 92 ST MIAMI SHORES FL 33138 SIGNATURE DATE TELEPHONE COMMENTS The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. I I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I 1 A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. I I The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G7. This permit has been issued for: I I New Construction I I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in ZONE AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, JAN 2003 SECTION G - COMMUNITY INFORMATION (OPTIONAL) G5. DATE PERMIT ISSUED TITLE For Insurance Company Use: Policy Number Company NAIC Number G6. DATE CERTIFICATE OR COMPLIANCE/OCCUPANCY ISSUED TELEPHONE DATE I I Check here if attachments LI Check here if attachments ft.(m) Datum: ft.(m) Datum: I I Check here if attachments REPLACES ALL PREVIOUS EDITIONS R.J.M. Builders and Contractors, Inc. TM License No. CGCO23766 7027 West Broward Boulevard #343 Phone: (954) 327 -0270 Plantation, Florida 33317 Fax: (954) 327 -0360 Email: rjmyers @rjmcontractors.com Name: Mike Meyer Address: 969 N.E.92 St. City: Miami Shores State: FL This letter serves as verification that Raymond Myers, of R.J.M. Builders and Contractors Inc., did witness the installation of the trusses at the above address. The trusses were installed per code, as outlined in the truss engineer plans. Authorized Signature State of Florida, County of Dade I hereby certify that on this day, before me, an officer duly authorized in the State aforesaid and in the county aforesaid to the acknowledgments, personally appeared , Raymond Myers, to me known to be the person described in and who executed the forgoing instrument , Drivers License M62072057190 -0. Notary public, State of Personally Known f� Produced Identification Type Date Raymond Myers (President) 4-ea Pv/t/sw 2 7:/// 0 Page 1 of 1 MARCIA E. AUSTIN '4o MY COMMISSION DD 171813 "c pp EXPIRES: December 15, 2008 1400-3- NOTAP.v FL Notary &CMOS & 8011dirtg. I1C. R.J.M. Builders and Contractors, Inc. TM 7027 West Broward Boulevard #343 Plantation, Florida 33317 License No. CGCO23766 Phone: (954) 327 -0270 Fax: (954) 327 -0360 Email: rjmyers @rjmcontractors.com Name: Mike Meyer Address: 969 N.E.92 St. City: Miami Shores State: FL CERTIFICATE OF INSULATION C.B.C. perimeter walls (except garage and rear porch) R5 All ceiling areas (except rear porch) R19 Partition dividing laundry room from garage R11 The above listed insulation values were installed per code by R.J.M. Builders and contractors Inc., This insulation was installed in the areas as listed above. Authorized signature // Ray gv- nd Myers (President) Page 1 of 1 CO ri BUILDING PERMIT CARD - Containing final initials of all inspectors C 09 SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building showing all 'intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. Required Miami Shores Village Building Department CERTIFICATE OF OCCUPANCY CHECKLIST CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2913.5 TERMITE PROTECTION: This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (on septic or private water) Note: If house has a septic tank, approval letter is required from the health dept. SOIL COMPACTION LETTER - (density reports required) BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) TRUSS LETTER - from General Contractor, Engineer, or Architect. Must be notarized and state they witnessed the erection of the trusses * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Emergency CO (without 24 hrs. processing) additional fee is $80.00. Temporary CO (up to 90 days maximum) $75.00. Residential CO fee is $150.00. Commercial CO is $200.00. Approved Date chc- 1/21/04 Description of 13346 Tan Lime Silty Sand Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status Bldg. Pad: 8430 1 F Garage: Center 7.8 112.9 12 13346 13.1 110.0 102.6 95.0 PASSED 8431 2 F SE Corner 7.6 111.6 12 13346 13.1 110.0 101.4 95.0 PASSED 8432 3 F NW Corner 6.4 109.6 12 13346 13.1 110.0 99.6 95.0 PASSED Remarks: CLIENT: PROJECT: Myers Residence CONTRACTOR: PROJECT LOCATION:969 NE 92nd Street, Miami Shores, FL WINGERTER LABORATORIES, INC. Engineering Testing inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 R.J.M. Builders, Inc. FIELD DENSITY TEST REPORT NO: 1 ORDER NO.: 03 -1698 TEST DATE: 10/6/2003 TIME IN: 03:00 PM INSPECTOR: Michael Major PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:04:00 PM 4 Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. Respectfully submitted, WIN R LABO Rafael M. Pina, P.E. Florida License No. 50771 S, INC. Lab No.: Test Specification Optimum Moisture Maximum Dry 11/2" I 1" ( %) Density (PCF ) 13346 "MODIFIED" PROCTOR, ASTM D 1557 -A 13.1 110.0 Sieve Size: 3" ^" 21/2" 2" 11/2" I 1" 3/4" I 1/2" 3/8" #4 % Passing I 100.00 CLIENT: PROJECT: CONTRACTOR: LOCATION: R.J.M. Builders, Myers Residence 969 NE 92nd Street, Sampled By: Michael Major Visual Soil Description: Tan Lime Silty Sand Sample Location: Stockpile Material - I louse foundation MOISTURE DENSITY RELATIONSHIP (PROCTOR) 1 15 - 110 105 100: Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305 -944 -3401 FACSIMILE: 305- 949 -8698 SOILS LABORATORY TEST REPORT PROCTOR TEST Inc. Miami Shores, FL Date Sampled: 10 -03 -03 Tested By: Nancy Diner REPORT NO.: 1 ORDER NO: 03 -1698 PERMIT NO.: P.O. NO.: 'vIOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH - r - r - - r - T r r - r 1 1 I I 1 1 -1 • I- 1 -1 1 1 1 _ 1 I 1 I I , 1 T I r 1 1 I r 1 I I 1 1 1 1 I I I I 1 1 1 1 "1 1 - I _ I - - - 1 I 1 I I 11 1 1 I 1 I I 1_1 1 I t -I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 r I - I. 1 .} 1- I I I I - -1--- i I I 1 I 1 t' 1 I_ a .1 . L J . I_ 1 I I I I 2.5 5 7.5 10 12.5 15 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) PARTICLE SIZE ANALYSIS #60 WIN l7 .5 Remarks: Using the Unified Soil Classification System, the following terminology and definitions may be applied to determine the percentages of A) GRAVEL B) SAND C) SILT or CLAY Respectfully submitted, 1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10. 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY: % of soil passing the No. 200 sieve. Date Tested: 10 -06 -03 Sieve Size: % Passing #l0 99.30 #20 98.20 #40 94.10 85.40 #80 72.90 #140 33.20 #200 14.20 Washed • Dry LABORAT(1RtESa INC. 041:74‘ Rafael M. Pina, P.E. Florida License No. 50771 The original of this report was signed and sealed by the above Registered Professional Engineer in accordance with Rule 61G15-18.011 of the Florida Administration Code. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. t-ec_nly coca . nN r — cs " Iq•:Arum JTa.1: 70.937 23137 9154 - 527.43 PeL0 1UCT CONTROL NOTIC.0 OP A COTAMC1 Ocean Shutters IVInnurs►ctur{ng, Inc. 49Qt) N.E. i:lth Avenue Fort Lauderdale ,FL 33334 Your application for Notice of Acceptance (NOA) ®f: "OSMt -Ultra Light" 0.010" (min.) Cnlvltnixod Stcct Storm Panels Shutter under Chapter 8 of the Code of Miami-Dade County governing tile use of Alternate Mtnerittls and Types of Cotistructlon, and completely described herein kria'been redoriuttendcd for ticcepttincc°by the Mitnii =Oboe County Building Code Compliance OMce (BCCO) under the conditions specified heroin. This NOA shall not be valid after the expiration date stated below. BCCO reserves the night to secure this product or meter'si at tiny time front tt jobsitc or nianu.t`neturer's plant for quality control testing., if this product or material fails to perform in the approved nttlnitcr, l'3CCO may revoke, modify, or suspend the use of.such product or material Immediately. BCCO rcierves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the S4tllh rloridn tiilt<11.;g Coda.. ' The expanse of such testing wIli be incurred by tic manufacturer, ACCEPTANCE NO.: 00150,14 r,Xvf P.r 7/ flQ,G 1 5 IS'1'F • VERSUF ' 5 5 •••■ ....., NM. el (305)171.Y9Ai t',t! (it)3) 37S.stri), : c :o.s rttAcT(Km 1.1(:F:,'sl\rrsccmos , (36!)" is.1$3y..IA'. (ant)°3ls:2$$ t C:ON't'Ib■Cr,Olt t..N1 1)11'1:410. ('OPF)3'13 3')0I'.\ l'Hol,t)c'i Nrnat.i)fy'it,tt�V Rant Rotlnsue' t r I�Pp CotttPO1 I tvI*Io This dpplication for Product Approval has been reviewed by the BCCO and approved by the 131,1ilcting Code and Product Review Commlttcc to be used in Mianti•Qnda County, Florida. under the conditio.ne set 'rnracisco;! Qt )ilta1lrt tt A ) hector vl: nil >icttl Ct:i)Ity ll4t a to Conp Oflicc 11tb4S01104e100011titspriteMatica s pone eover ps1a.det J lintrntt malt nditrcu: pa ;tmniter U111lbngro 4001lna iln y K innepttgei a.ea ft' lece i ved Apr -27 - 03 10: 56am from 954 927 RICK 4376 CHARJM BUILDERS 06/27/1997 20:37 954 - 927 -4376 Occ Sh utters Ntstnufictttring, Ittc• NOTICE OF ACCV,PTANCC.: STANDARD CONDITIONS ( Renewal of this Acccptancc (approval) shall be s i considered o tins dtancngrocer h�y�l doc u utents } oLoldc tiled r tltt cigl►t original submitted documents, including pp (8) years. 2. Any and all approved products shell be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as speeilieally stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evnluation of this product and the product is not in compliance with the, code changes_ b. The product is no longer the same product (identical) as the one originally approved. c. if the Acceptance holder has not complied with all the requir of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and scaled the required documentation initially submitted, is no Longer practicing thc engineering profession. 4. Any revision or change in the materials, prior manufacture n the I>ccn`rt:questctlt(tlorou be cause for termination of this Acceptance, the l Filing of n revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for re:iuOvnI of this Acceptance: A. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an cndorsctitent of any product, for sales, advertising or any other purposes. 6, The Notice of Acccptancc number preceded byth' words Mi mi.Dadro County, of the Florida. and d f !low d ab y c he exp date may be displayed in nclvcrtisi t If y p a displayed, then it shall be done in its entirety. 7, A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer needs not reseat the copies. Failure to comply with any section of this Acceptance shall be cause for termination Dnd removal of Acccptancc. 9. This Notice of Acccptancc consists of pages I, 2 and this last page 3. FNI) ov ACCEPTANCE 3 page 3 PAGE 03 ACCEPTANCE Nn. : 0I- 0.516.14 APPROVCI) ; 09/27/2001 EXPIRES 09/27 /2006 Helm) A. nkar; P.G. - Product Control Eea111itCr Product Control Division 2.00" „ 2.00" LABEL • I LOCATION [.UV 12.00" COVERAGE 14.25" • • .625" 04/04/02 12:37 ).313.1, \-t = .030" MIN. X 6.00" COVERAGE _ J, 8.50" 0.031" STEEL 0.031" STEEL , STORM PANEL 1 SCALE: 3" = 1' - 0" O HALF STORM PANEL' 2 SCALE:3 " =1' -0" GENERAL NOTES: THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM DESIGNED AND TESTED IN ACCORDANCE WITH THE PROVISION OF HIGH VELOCITY HURRICANE ZONES (HVHZ) OF THE FLORIDA BUILDING CODE 2001. THIS SHUTTER SYSTEM HAS BEEN SUCCESSFULLY TESTED FOR LARGE MISSILE IMPACT, CYCLIC LOAD AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH MIAMI -DADE PA 201, 202 AND 203. FOR SITE SPECIFIC JOBS OUTSIDE THE STATE OF FLORIDA THE POSITIVE AND NEGATIVE DESIGN LOAD CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE GOVERNING CODE AND WIND VELOCITY TO DETERMINE THE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS. FOR SITE SPECIFIC JOBS WITHIN THE STATE OF FLORIDA THE POSITIVE AND NEGATIVE DESIGN LOAD CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ", USING A DIRECTIONALITY FACTOR Kd =1.0 AND THE FLORIDA BUILDING CODE GOVERNING WIND VELOCITY TO DETERMINE THE DESIGN'LOAD TO USE WHEN REFERENCING THESE DOCUMENTS. A 4/3 ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. THESE APPROVAL DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. THESE APPROVAL DOCUMENTS ARE NOT VALID FOR PERMIT WITHOUT ORIGINAL SIGNATURE, DATE & EMBOSSED SEAL ON EACH PERMIT COPY. THIS ORIGINAL SIGNATURE AND SEAL REQUIREMENT IS APPLICABLE WHETHER OR NOT A MASTER APPROVAL DOCUMENT IS ON FILE WITH A MUNICIPALITY OR OTHER GOVERNING ENTITY. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE LOADS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. 8. WHERE THE CONTRACTOR OR THE BUILDING OFFICIAL REQUIRES DOCUMENTS FOR SITE SPECIFIC APPLICATION, THESE DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT FOR SAID APPLICATION. o 1- 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. SITE cc SPECIFIC DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER w OR ARCHITECT. IF THE DEVIATING SITE SPECIFIC DOCUMENTS ARE PREPARED BY A DELEGATED FLORIDA REGISTERED ENGINEER OR ARCHITECT, SAID DOCUMENTS SHALL BEAR THE DATE, SIGNATURE, AND ORIGINAL SEAL OF THE DELEGATED ENGINEER OR ARCHITECT. ALL ENGINEERED SITE SPECIFIC PRODUCT DOCUMENTS SHALL BE SUBMITTED TO THE MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE; PRODUCT m CONTROL DIVISION FOR REVIEW AND APPROVAL. E 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: OCEAN SHUTTER MFG. CO., INC. FT. LAUDERDALE , FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.), MIAMI, FLORIDA TEST REPORT NO. 01 -004. 12. STORM PANELS SHALL BE 0.031" THICK CONFORMING TO A.S.T.M. A653, SQ, GRADE 80 WITH Fy = 93,110 GALVANIZED COATING. ALL ALUM. EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N.. 13. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 14. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. Z 0 80 .865" O "h" HEADER 3 SCALE: 3" = i' - 0" :750" I.D. .630" 0.0. .090" *.168" .450" ;,.060" SLIDE TRACK (FINISH), ANGLE STUD ANGLE 6a SCALE : HALF SIZE SCALE: 3" = 1' - 0" 8 SCALE: 3" = 1' - zw -.375" r.250" .050" .250" (ZAMAC 3 ALLOY) O WASHERED WINGNUT 11 SCALE : HALF SIZE WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS EMBED. 0 N O© PLAN VIEW .125' 1.00" MIN.,' . 5.00" MAX .990" .520 " PANEL ELEVATION �.313� --' A SCALE: 1/4" = 1' - 0" MAY FASTENER @ 12" O.C. FOP. TOP & BOTTOM DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (al 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) oe - s :. 3" MAX. /-----s -. c EXISTING CONCRETE HOLLOW BLOCK OR ALUM. ANGLE WOOD FRAMING. CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2 "x5 "x0.125 "MAX. O TRAP MOUNT CLOSURE DETAIL SCALE: 1 -1/2" =1' - 0" 4 O "U" HEADER SCALE: 3" = 1' - 0" .656" J T P . 1/4 -20 STUD f .328'=# -fx 1" LONG 1 / @ 12" 0.C. STUDDED STRAP (SLIDER, USE WITH 6 OR 6a) SCALE : HALF SIZE 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" 0.C. (TYP. .036" MIN. THICKNES GALV. STEEL BENT PLATE OR 2" x 2" x .125" 6063 -T6 ALUM. ANGLE 1/4" MAX. 677" .107 ".197" .081" •.107" .081" .080" 677', .060" 1.292" :750" 1.0. .630" 0.0. .260" .090" at_U BUILD -OUT O F -TRACK 1 SCALE : HALF SIZE ,-.600" 0 • O© . 1/4" MAX. VJ. KNE ►x0FEss+oryt R LlceMe e: 0 PRE - STUCCO O C -TRACK (C-TRACK (FINISH) SLIDE TRACK 5 SCALE : HALF SIZE a SCALE : HALF SIZE 6 SCALE : HALF SIZE NI .#x.125" TYP. 2.00 "j, 1/4' MAX. 1/4 -20 STUD x3/4"@12 "0.C. .377 MAX: m 0 .749" MAX. .188" .290" 1 -.648" .090' MIN. TYP. 13 BF -TRACK SCALE: 3" = 1' - 0" EXITING WINDOW 365" r'.320" 90° OR GREATER 1" OVERLAP EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. .650" u+ .090" TYP. O F -TRACK 0" SCALE: 3" = 1' - 0" O WALL MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" 4 . 3.38" MAX . .0 .179" 465 ".1655" 317" 0.09" THICK KEYHOLE WASHER (OPTIONAL) 14 SCALE : HALF SIZE FASTENER (al 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (al 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) i ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. MAX. B O CORNER•CLOSURE DETAIL EXISTING CONCRETE, 1 SCALE: 1 -1/2" = 1' - 0" HOLLOW BLOCK OR 625" 0 WOOD FRAMING. O BUILD -OUT MOUNTf¢OlnUR7``l:YETAIL SCALE: 1 -1/2" = 1' - 0 V \Q Qti '' (dare 04/10/01i Iscate (drawn by AV, checked E VJK design by 08 drawing no. 00 -394 sheet 1 of 5 DETAIL M ( "PASS THRU" SEC.) ANCHOR SCHEDULE 1/4 "0 ITW TAPCON W/ 1 -3/4" MIN. EMBEDMENT CONC.IBLOCK 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT b 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC. I BLOCK 1/4 "0 W000 LAG SCREW W/ MINIMUM 1-3/4' PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD < „' 10” 1 3" 10" I 4" 1P l ,r EXISTING -. GLAZING EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) 04/04/02 12:38 EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. TOP & BOTTOM 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE: 3" = 1' - 0" MB. 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ' -J w z 4 O. z CC O 1- v) w tN x A 'E -J w J 4 1- ) w J 0 w z 4 a w 1/4" -20 x 3/4" STAINLESS STEEL HEX HEAD 7/16" MACHINE BOLT @ 12" 0.C. MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. USE REMOVABLE ANCHORS ONLY. • O "F" TRACK/DIRECT MOUNT SECTION SCALE: 3" = 1' - 0" EMB. OPTIONAL BF -TRACK EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. TOP & BOTTOM ne. 1 CONNECTION TYPE d \j *; REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EMB , O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" w\ O L CEILING / FLOOR SCALE: 3" = 1' - 0" • . :53 1 CONNECTION TYPE . REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #14 x 3/4" TEK SCREW 0 EQ. @ 6" 0.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 6" O.C. — (TYP: TOP & BOTTOM). ‘-1/4" MAX • J Z 4 a a 0 1- w x E J —'t w J CO 4 1- ) J 0 w U (/) z 4 CL EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C3 CONNECTION TYPE REFERENCE ANCHOR 'SCHEDULE FOR MAX. SPACING —1/4" MAX. w - w SEE TABLE 2 4 4 F O • w ►- J V) w • VI • z E E a J w 2 V —1/4" MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING' MOUNT SECTION 2 "x5 "x1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT PL ATE 1/4" -20 x 3/4" STAINLESS STEEL HEX HEAD 7/16" MACHINE BOLT @ 12" O.C. MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE SEE TABLE 2 #14 x 3/4" TEK SCREW @ 6" 0.C. BETWEEN TRUSSES .J w z 4 a cr z O 1— tn w w 1) X -J I / I / / I / O /L s / / L I /! / / / // t / nsn• • / /I L / -a n e • � nnfl\\f<nn nfl'a %% nnntnfl iv SSnfS/ iio+.i/Annor , — EXISTING GLAZING LEXISTING GLAZING M O "PASS THRU" SECTION SCALE: 3" = 1' - 0" W 1 -1/2" 1 -1/2" 1i4"0 THRU BOLTS W/ LOCK NUT @ 12" 0.C. FASTENER, SEE "DETAIL M ANCHOR SCHEDULE ", REFERENCE STRUCTURE TWO 2" x 5" x 1/8" CONT. ALUMINUM ANGLES. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING THREE 1/4"o x 3" WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 2" MIN. EMBEDMENT INTO WOOD MEMBER WOOD ROOF TRUSS OR FRAMING MEMBER (7n 24" 0.C. EXISTING STUCCO FINISH OR PLYWOOD SOFFIT MAX. w -J 4 1- w J 0 w I.J V) Z 4 or V) O CEILING / PRE - STUCCO TRACK SCALE: 3" = 1' - 0" 1/4" -20 x 3/4" STAINLESS STEEL HEX HEAD 7/16" MACHINE BOLT (a 12" D.C. MAX. dale 04/10/01] Scala AS 40TE0 design by 08 `drawn by AV [ checked b j ( VJK drawing no. 00 -394 • 1 sheet 2 of 5 j SEE TABLE 2 EXISTING GLAZING w '0 w EXISTING CONCRETE (MIN. 3,000 P.S.I.) (MAX. PANEL HEIGHT = 8' - 0" AND MAX. DESIGN LOAD = 62 P.S.F.) O OPTIONAL INTERIOR FASTENING DETAIL N SCALE: 3" = 1' - 0" 00 C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EMB. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) 1/4" -20 x 1" STAINLESS STEEL HEX HEAD 7/16" \- MACHINE BOLT (x1 O.C. MAX. NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN h " HEADER OR " U " HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE CLOUSURE SCALE: 3" = 1' - 0" & WASHERED WINGNUT ON INSIDE FACE AND NUT WASHER ON THE OUTSIDE FACE OF THE PANEL ( 12" O.C. (LAST PANEL TO ADJACENT PANEL CONNECTION) 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT (al 12" O.C. (CONNECTS CONT. 2" x 2" x 1/8" STUDDED ANGLE TO ADJACENT PANEL) CONT. 2" x 2" x 1/8" STUDDED ANGLE EMBED. USE 1/4 "0 POWERS CALK -IN " M ANCHOR @,6" O.C. CENTERED ON PANEL WITH 3" MIN. EDGE EDGE DIST' DISTANCE AND 7/8" EMBED. INTO EXISTING CONCRETE EE TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR • WOOD FRAMING. (TYP. TOP & BOTTOM) • GLASS OR DOOR � w z a tz 0 lo DETAIL T w x m E -J r.J w —J E- 1 w -J 0 w 2 to Z a C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT O SLIDE TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" 0 TYP. 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) 2" x 2" x 1/8" CONT. STUDDED ANGLE (SEE SECTION G OR 8 ) OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. ' TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT I 1/4-20 x 3/4" MACHINE SCREW WITH .675" x .675" ' x .125" SQUARE SCREW HEAD (al 12" O.C. MAX. OR TUDDED STR SEE DETAIL O SLIDE TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE RIVETED TO PANEL PM NUT (TYP.) 1/4 -20 x 1" SIDEWALK BOLT (TYP.) • NUT WASHER ON OUTSIDE FACE (TYP) a DETAIL P NOTE: ›' THIS DETAIL DEPICTS THE )- CONNECTION OF THE LAST PANEL iv FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. REFERENCE DETAILS G OR L FOR TOP AND BOTTOM MOUNTING CONDITIONS. 1/16" MIN. FINAL LOCATION OF STUD O STUDDED STRAP ASSEMBLY (ISOMETRIC VIEW) N.T.S. 1/4 -20 MACHINE SCREW STUD (x 12" O.C. • t� r\ 1/4 -20 v HEX ?irk- N . `'' lb 2 ' 1 �j v Z ? w •o _ o 1J O • a z = V w N w Z Q SZ • i 0 N VJ. KNE j PROFESSIONAL EN FL Lice:PE a3 .w No P 1 'I 4 002 f. o • scale AS NOTED design by oa [date 0 4/ 0 /01 [ drawn by AV { Checked byl l V JK drawing no. 00 -394 sheet 3 of 5 04/04/02 12:38 ADJACENT PANEL LAST PANEL INSTALLED FROM INTERIOR 1/4 -20 x 1" STAINLESS STEEL SIDEWALK BOLT OR TRUSS HEAD BOLT THRU • 1/2 "0 HOLE WITH PM NUT ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 5" LONG HANDLE FASTENER MAXIMUM ANCHOR SCHEDULE LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN w Om zM L _-)-- I:nOn XCC W� ANCHOR TYPE LOAD (W) P,S,pe MAX. E N OTE 1) MIN. 2" EDGE DISTANCE . SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 12' - 0,. (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CONNECTION (SEE C1 TYPE NOTE 3) C2 C3 C4 CC4 CONNECTION (SEE C1 TYPE NOTE 3) C C3 CL. C4 CONCRETE Ow /1 USE (MIN. 3.100 1 -3/4" L8.0 12 AI�.� /C4 �.C11 /6 V /,iV' / 10 / /I//E .f 1l ttint1111111tt{111111t. 'I DR L SCREW w/ MIN. PENETRATION SHEA OR PERP. TO WIT & R � ONLY. 62.0 6 2.0 12 IFO 10 �- r / / iii FLAT BUiLDEX 3 /4"MN WITMOS & ® ONLY. P.S.I. CONCRETE) 72.0 12 r'm1 %a' M , 10 , %I 92.0 12 i , 10 , 10 ./ ' 200.0 10, r /�' 10 r r / 10 12 12 48.0 12 12 12 12 12 12 12 12 12 12 9 10 6 2.0 12 12 12 12 12 12 10 12 12 12 '7 5 12 1/4 "95 ITW BUILDEX TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 72.0 12 12 12 12 12 - 12 8 8 12 12 6 5 92.0 12 12 10 12 12 12 6 5 12 12 6 5 200.0 12 12 6 5 12 12 6 5 12 12 6 5 12 12 48.0 12 12 12 12 12 12 12 12 12 12 10 9 MAXI W/ ((AIN. 3,100 1/4" ELCO SET T MIN. 1 -3/4" " MIN. EMBEDMENT P.S.I. CONCRETE) 62.0 12 12 12 12 12 12 11 11 12 12 8 5 72.0 12 12 12 12 12 12 9 7 12 12 7 5 92 0 12 12 12 12 12 12 7 5 12 12 7 5 200.0 12 12 7 5 12 12 7 5 12 12 7 5 * / 7/16"m W/ 5/8" b 1/4 STEEL 48.0 12 12 12 12 12 12 12 12 12 12 10 9 211NNIMUMIUMMUUM 6 2. 12 12 12 12 12 12 11 11 12 12 8 5 1 /4 "m ELCO . TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 72.0 12 12 12 12 12 12 9 7 12 12 7 5 92.0 12 12 12 12 12 12 7 5 12 12 7 5 200.0 12 12 7 5 12 12 7 5 12 12 7 5 48.0 12 12 12 12 12 12 8 12 11 11 6 5 O G 1 1/4 NAIL MIN. (MIN. 3,000 "m POWERS 6 2.0 12 12 10 12 12 12 6 6 8 8 4 / ZAMAC 72.0 12 12 9 12 10 10 5 4 8 8 4 -IN W/ 1 -1/8" EMBEDMENT • 92.0 12 12 7 7 8 8 L 8 8 4 P.S.I. CONCRETE) 200.0 8 8 L j/ 8 8 L ' // 8 8 L. y ` ( 111111111■�I 1/4 W/ 7/8" & 1/4 STEEL. (MIN. 3.000 48.0 12 12 12 12 12 12 11 12 12 12 8 10 62.0 12 12 •12 12 12 12 8 12 12 12 6 5 POWERS CALK -IN 72.0 12 12 11 12 12 12 7 8 12 12 5 5 EMBEDMENT - 20 STAINLESS 92 0 12 12 .9 12 12 12 5 5 12 12 5 5 MACHINE SCREW P.S.J. CONCRETE) 200.0 12 12 5 5 12 12 5 5 12 12 5 5 et * 1/4 FEMALE 1 -3/4 L 1/4 SCREW (MIN. 3,300 'ammetammuzam, 48.0 12 12 12 12 12 12 12 12 12 12 10 10 +il "m 6 2.0 12 12 12 12 12 12 10 12 12 12 7 6 ELCO MALE/ W/ 72.0 12 12 12 12 12 12 9 8 12 12 7 5 MIN. EMBEDMENT - 20 MACHINE 92.0 12 12 11 12 12 12 7 5 12 12 7 5 WITH NUT P.S.I. CONCRETE) 200.0 12 12 7 5 12 12 7 5 12 12 7 5 FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) REQ'D FOR VARIOUS DESIGN EXISTING STRUCTURE • ANCHOR TYPE LOAD (W) P.S.F. MAX. E NOTE 1 ) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5 ' -6 " (SEE NOTE 1) SPANS UP TO 8• - 8- (SEE NOTE 1) SPANS UP TO 12' -_ 0" (SEE NTE 1) CONNECTION (SEE C1 TYPE NOTE 3) C2 C3 CONNECTION TYPE (SEE NOTE 3) C2 C3 C C4 CONNECTION (SEE C1 TYPE NOTE 3) C22 C3 CL. 000M '0 x100 W000 1-1/2" PARALLEL USE 1 -3/4" 48.0 12 /C4 �.C11 /6 V 10 // , .f 1l ttint1111111tt{111111t. 'I DR L SCREW w/ MIN. PENETRATION SHEA OR PERP. TO WIT & R � ONLY. 62.0 12 „ar '/ 10 �- / / 72.0 12 A l agi M , 92.0 11 %MI NV/YtA!/./I/I /r 200.0 7 LVI' 1 - 3/4" , 48.0 12 12 11 12 12 12 7 12 12 12 5 10 6 2.0 12 12 9 12 12 12 5 12 12 12 L 5 72.0 12 •12 7 12 12 12 5 8 12 12 3 5 1/4 "0 x MIN. 2 - 1/2' LONG LAG SCREW W/ MIN. 1 - 3/4 - EMBEDMENT PERPENDICULAR DR PARALLEL TO WOOD GRAIN 92 0 12 12 6 12 12 12 3 5 12 12 3 5 200.0 12 12 3 5 12 12 3 5 12 12 3 5 48.0 12 12 12 12 12 12 12 12 12 12 9 11 6 2.0 12 12 12 12 12 12 10 12 12 12 7 6 * tl■np\UUI\11\F� 1/4"0 FEMALE 1 - 7/8 8. 1/4 SCREW ELCO MALE/ "PANELMATE" W/ MIN. EMBEDMENT 72.0 12 12 12 12 12 12 8 9 12 12 6 6 92.0 12 12 10 12 12 12 6 6 12 12 6 6 -20 MACHINE WITH NUT 200.0 12 12 6 6 12 12 6 6 12 12 6 6 * / 7/16"m W/ 5/8" b 1/4 STEEL 48.0 12 12 Al2 10 10 4 10 7 7 A 3 6 2.0 12 12 12 8 8 % 4 5 5 %i. 72.0 11 11 11 7 7 5 5 WOOD BUSHING MIN. EMBEDMENT STAINLESS 92.0 8 . 8 A 4 5 5 S 5 -20 MACHINE SCREW 200.0 5 5 F rj 5 5 i / 9. 5 5 r �/ 04/04/02 12:38 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. EMBEDMENT OF LAG SCREW SHALL ONLY INCLUDE THE THREADED PORTION AS DESIGNATED IN THE 'ANCHOR SCHEDULE. 6. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x L" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" 0 =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) AND WITH NEOPHRENE WASHER FOR DIRECT MOUNT CONDITIONS, U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.E DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. • e ee ▪ N n 0 Sn, fn 1.1 T gy, ` 0 0 5 0 co m CO m 0 0 3 2 state AS NOTED (design by CB (dat e 04/10/01 'drawn by AV (checked b1% V)K drawing no. 00 -394 COPYRIGHT 0 2002 KNEZEVICH E. ASSOCIATES, INC 04/04/02 12:39 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 AVAIWONVAIraW ZIAMEVAVAMEINII MAIINEWAV JAVAEINVFADOW AIMMIEVAPPAElter 10 8 7 5 3 12 12 9 12 ANCHOR TYPE 3/16 "m ITW BUILDEX PHILLIPS FLAT HEAD OR SLOTTED HEX TAPCON W/ 1 -1/4 MIN EMBED. USE WITH®S Q0 ONLY �11111 Qg111111111111111- 1 /4"o ITW BUILDEX TAPCON W/ 1 -1/4' MIN. EMBEDMENT ` 4 v 4 ELCO MAXISET TAPCON W/ 1 - 1/4" MIN. EMBEDMENT •1110mmm um r-- 1 /4 "0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1/6 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT S 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "0 ELCO MALE/ FEMALE "PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT R 1/4 -20 MACHINE SCREW WITH NUT LOAD (W) P.S.F. MAX. (SEE NOTE 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 6 2.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 2 0 0.0 48.0 6 2.0 72.0 92.0 200.0 SPANS UP TO 5' -6" (SEE NOTE 1) 12 11 8 5 12 11 5 12 12 7 7 12 12 12 12 11 11 12 12 12 12 12 12 11 11 7 7 12 12 5 5 12 12 10 10 8 8 12 12 12 12 12 12 11 11 7 7 12 12 12 12 12 12 12 12 10 10 MIN. 2" EDGE DISTANCE 6 11 7 12 5 4 3 12 12 10 12 10 12 9 12 7 6 4 12 12 10 12 9 12 7 6 4 7 12 6 10 5 4 3 j 10 12 8 12 6 12 5 6 3 12 12 10 12 9 12 7 9 4 3 7 7 4 7 10 SPANS UP TO SPANS UP TO 8' - 8" 12' -0" (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C1 C2 C3 C4 10 7 5 5 5 3 5 10 6 10 7 8 4 4 5 7 4 5 5 3 5 12 12 8 12 9 10 10 6 5 7 8 8 5 7 7 7 12 12 8 12 9 10 10 6 5 7 8 8 5 3 7 7 7 7 7 4 '/� 7 10 10 6 10 7 7 7 5 3 5 12 12 5 5 10 12 12 8 12 12 12 12 6 7 11 10 10 4 3 10 10 4 3 10 7 4 3 5 3 // 5 3 � / 5 3 5 3 9 4 7 7 7 9 4 7 4 7 4 7 4 3 4 3 // 6 6 4 3 4 3 4 3 4 3 6 7 4 4 4 4 4 6 12 12 6 12 9 9 4 4 6 6 4 � 5 5 3 5 3 5 5 3 5 5 3 5 5 3 5 5 4 3 3 10 10 5 5 7 7 7 7 3 7 7 3 7 7 7 3 12 11 10 10 10 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. TABLE 1 NOTE:' 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. C\ `" .; • e \'C • • LJ Z � - set %11 r W t " 1- Q a - 0 U 6 0 . N H N W Q W z 08 V LJ W j Ni WZ Z x CC oa 0 0 0 0 e er o 0 rn a • C3 v E s� @ T m m n, a v E c se al • N A S OTED (design Dr l 08J date 04/10/01 ' Crown by AV cnec'•0 VJK f drawing ne. 00 -394 I sheet 5 of 5 HOLLOW CONCRETE BLOCK COPYRIGHT 0 2002 KNCZEVICH & ASSOCIATES, INC MINIMUM STORM PANEL SEPARATION FROM GLASS MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE ACTUAL SPAN (L) (FT - IN) DESIGN SPAN LOAD MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 6' -0" 3 (P.S.F.) (FT - IN) 3 30 11 - 10 3 -1/2 35 11 - 5 3 40 11 - 0 2 45 10 - 9 50.0 50 10 - 5 8' -8" 55 10 - 2 3 -1/2 60 10 - 0 3 62 9 - 11 2 -1/4 65 9 - 9 70.0 70 9 - 6 8' -8" 72 9 - 2 • 75 8 - 10 80 8 - 3 _ 90 8 - 0 100 7 - 8 110 7 - 1 120 6 - 6 130 6 - 0 140 5 - 6 150 5 - 2 160 4 - 10 170 4 - 7 180 4 - 4 190 4 - 1 200 3 - 10 210 3 - 8 220 3 - 6 230 3 --...1-• CY a 04/04/02 12:39 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 AVAIWONVAIraW ZIAMEVAVAMEINII MAIINEWAV JAVAEINVFADOW AIMMIEVAPPAElter 10 8 7 5 3 12 12 9 12 ANCHOR TYPE 3/16 "m ITW BUILDEX PHILLIPS FLAT HEAD OR SLOTTED HEX TAPCON W/ 1 -1/4 MIN EMBED. USE WITH®S Q0 ONLY �11111 Qg111111111111111- 1 /4"o ITW BUILDEX TAPCON W/ 1 -1/4' MIN. EMBEDMENT ` 4 v 4 ELCO MAXISET TAPCON W/ 1 - 1/4" MIN. EMBEDMENT •1110mmm um r-- 1 /4 "0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1/6 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT S 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "0 ELCO MALE/ FEMALE "PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT R 1/4 -20 MACHINE SCREW WITH NUT LOAD (W) P.S.F. MAX. (SEE NOTE 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 6 2.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 2 0 0.0 48.0 6 2.0 72.0 92.0 200.0 SPANS UP TO 5' -6" (SEE NOTE 1) 12 11 8 5 12 11 5 12 12 7 7 12 12 12 12 11 11 12 12 12 12 12 12 11 11 7 7 12 12 5 5 12 12 10 10 8 8 12 12 12 12 12 12 11 11 7 7 12 12 12 12 12 12 12 12 10 10 MIN. 2" EDGE DISTANCE 6 11 7 12 5 4 3 12 12 10 12 10 12 9 12 7 6 4 12 12 10 12 9 12 7 6 4 7 12 6 10 5 4 3 j 10 12 8 12 6 12 5 6 3 12 12 10 12 9 12 7 9 4 3 7 7 4 7 10 SPANS UP TO SPANS UP TO 8' - 8" 12' -0" (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C1 C2 C3 C4 10 7 5 5 5 3 5 10 6 10 7 8 4 4 5 7 4 5 5 3 5 12 12 8 12 9 10 10 6 5 7 8 8 5 7 7 7 12 12 8 12 9 10 10 6 5 7 8 8 5 3 7 7 7 7 7 4 '/� 7 10 10 6 10 7 7 7 5 3 5 12 12 5 5 10 12 12 8 12 12 12 12 6 7 11 10 10 4 3 10 10 4 3 10 7 4 3 5 3 // 5 3 � / 5 3 5 3 9 4 7 7 7 9 4 7 4 7 4 7 4 3 4 3 // 6 6 4 3 4 3 4 3 4 3 6 7 4 4 4 4 4 6 12 12 6 12 9 9 4 4 6 6 4 � 5 5 3 5 3 5 5 3 5 5 3 5 5 3 5 5 4 3 3 10 10 5 5 7 7 7 7 3 7 7 3 7 7 7 3 12 11 10 10 10 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. TABLE 1 NOTE:' 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. C\ `" .; • e \'C • • LJ Z � - set %11 r W t " 1- Q a - 0 U 6 0 . N H N W Q W z 08 V LJ W j Ni WZ Z x CC oa 0 0 0 0 e er o 0 rn a • C3 v E s� @ T m m n, a v E c se al • N A S OTED (design Dr l 08J date 04/10/01 ' Crown by AV cnec'•0 VJK f drawing ne. 00 -394 I sheet 5 of 5 HOLLOW CONCRETE BLOCK COPYRIGHT 0 2002 KNCZEVICH & ASSOCIATES, INC MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS EQUAL TO OR LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 6' -0" 3 1 -3/8 8' -8" 3 1 -3/4 11-10" 3 -1/2 3 40.0 6' -0" 3 • 1 -1/2 8' -8" 3 2 11-0" 3 -1/2 3 50.0 6' -0" 3 1 -1/2 8' -8" 3 .2 10' -5" 3 -1/2 3 60.0 6' -0" 3 1 -1/2 8' -8" 3 2 -1/4 10' -0" 3 -1/2 3 70.0 6' -0" 3 1 -5/8 8' -8" 3 2 -1/2 9' -7" 3 -1/2 3 04/04/02 12:39 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 AVAIWONVAIraW ZIAMEVAVAMEINII MAIINEWAV JAVAEINVFADOW AIMMIEVAPPAElter 10 8 7 5 3 12 12 9 12 ANCHOR TYPE 3/16 "m ITW BUILDEX PHILLIPS FLAT HEAD OR SLOTTED HEX TAPCON W/ 1 -1/4 MIN EMBED. USE WITH®S Q0 ONLY �11111 Qg111111111111111- 1 /4"o ITW BUILDEX TAPCON W/ 1 -1/4' MIN. EMBEDMENT ` 4 v 4 ELCO MAXISET TAPCON W/ 1 - 1/4" MIN. EMBEDMENT •1110mmm um r-- 1 /4 "0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1/6 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT S 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "0 ELCO MALE/ FEMALE "PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT R 1/4 -20 MACHINE SCREW WITH NUT LOAD (W) P.S.F. MAX. (SEE NOTE 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 6 2.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 2 0 0.0 48.0 6 2.0 72.0 92.0 200.0 SPANS UP TO 5' -6" (SEE NOTE 1) 12 11 8 5 12 11 5 12 12 7 7 12 12 12 12 11 11 12 12 12 12 12 12 11 11 7 7 12 12 5 5 12 12 10 10 8 8 12 12 12 12 12 12 11 11 7 7 12 12 12 12 12 12 12 12 10 10 MIN. 2" EDGE DISTANCE 6 11 7 12 5 4 3 12 12 10 12 10 12 9 12 7 6 4 12 12 10 12 9 12 7 6 4 7 12 6 10 5 4 3 j 10 12 8 12 6 12 5 6 3 12 12 10 12 9 12 7 9 4 3 7 7 4 7 10 SPANS UP TO SPANS UP TO 8' - 8" 12' -0" (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C1 C2 C3 C4 10 7 5 5 5 3 5 10 6 10 7 8 4 4 5 7 4 5 5 3 5 12 12 8 12 9 10 10 6 5 7 8 8 5 7 7 7 12 12 8 12 9 10 10 6 5 7 8 8 5 3 7 7 7 7 7 4 '/� 7 10 10 6 10 7 7 7 5 3 5 12 12 5 5 10 12 12 8 12 12 12 12 6 7 11 10 10 4 3 10 10 4 3 10 7 4 3 5 3 // 5 3 � / 5 3 5 3 9 4 7 7 7 9 4 7 4 7 4 7 4 3 4 3 // 6 6 4 3 4 3 4 3 4 3 6 7 4 4 4 4 4 6 12 12 6 12 9 9 4 4 6 6 4 � 5 5 3 5 3 5 5 3 5 5 3 5 5 3 5 5 4 3 3 10 10 5 5 7 7 7 7 3 7 7 3 7 7 7 3 12 11 10 10 10 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. TABLE 1 NOTE:' 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. C\ `" .; • e \'C • • LJ Z � - set %11 r W t " 1- Q a - 0 U 6 0 . N H N W Q W z 08 V LJ W j Ni WZ Z x CC oa 0 0 0 0 e er o 0 rn a • C3 v E s� @ T m m n, a v E c se al • N A S OTED (design Dr l 08J date 04/10/01 ' Crown by AV cnec'•0 VJK f drawing ne. 00 -394 I sheet 5 of 5 HOLLOW CONCRETE BLOCK COPYRIGHT 0 2002 KNCZEVICH & ASSOCIATES, INC MIAMIDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens ,FL 33018 The expense of such testing will be incurred by the manufacturer. APPROVED: 02 /22/2001 MIAMI - DADE CC:JNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CO NTRACTOR LICENSING SECr1ON (305) 375 -2527 FAX (305) 375 -255x CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 Your application for Notice of Acceptance (NOA) of: Residential Steel Overhead Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00- 1121.01 EXPIRES: 02/22/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS . BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Forth above. ' coNTl{OI. unVIStoN (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 \s0450001 \pc2000\ \[emplaces \notice acceptance cover page.doc Internet mail address: postmaster ebuildingcodeonline.com 4g , Homepage: http: / /www.buildingcodconline.com DAB Door Company, Inc. ACCEPTANCE No.: 00- 1121.01 APPROVED: FEB 2 2 2001 EXPIRES: FFR ? 2 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a sectional steel garage door 16' -2" wide x 6' -6" through 16' -0" high, as described in Sectic 2 of this Notice of Acceptance (NOA), designed to comply with the South Florida Building Code, 19' Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFB Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The DAB Sectional Garage Door Model 824 and its components shall be constructed in strict compliant with the following documents: Drawing No. 00 -18, titled "Sectional Residential Garage Door" prepared t Al- Farooq Corporation, drawn on 08/24/00, with last revision on 01/29/01, sheet 1 through 3 of 3. They be: the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number ar approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter t referred to as the approved drawings. 3. LIMITATIONS This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according tc ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 34,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The sectional steel garage door and its components shall be installed in strict compliance with th approved drawings. 4.2 The installation of this door does not require a hurricane protection system. 4.3 Units with dimensions equal to or smaller than those shown in the approved drawing shall qualif under this approval. 5. LABELING Each door shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this NOA, clear' marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Cod (SFBC) in order to properly evaluate the installation of this systcm. Candido Font, PE. Sr. Product Control Examine Product Control Division DAB Door Company, Inc. ACCEPTANCE No.: 00- 1121.01 APPROVED: FEB 2 2 2001 EXPIRES: FEB 2 2 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I . Renewal of this Acceptance (approval) shall be considered alter a renewal application has been fled and th original submitted documents, including test - supporting data, engineering documents, are no older than eigl (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and th following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in th specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this produc and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including th correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initiall: submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automaticall• be cause for termination of this Acceptance, unless prior written approval has been requested (throu�_h th filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any othe purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by th( expiration date may be displayed in advertising literature. it any portion of the Notice of Acceptance 1. displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall ht provided to the user by the manufacturer or its distributors and shall he available for inspection at the job sits at all time. The engineer needs not reseal the copies. S.. Failure to comply with any section of this Acceptance shall he cause for termination and removal 0 Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Candid() Font. PE. Sr. Product Control Examiner Product Control Division DOOR HEIGHT CONSISTS OF 6' -6' 2 SECTIONS 18' 2 SECTIONS 21' 6' -9" 1 SECTION 18" 3 SECTIONS 21' 7' 4 SECTIONS 21' - 7 ' -3' - - 7' -6' 5 SECTIONS 18' - 7' -9" 4 SECTIONS 18' 1 SECTION 21 8' 3 SECTIONS 18' 2 SECTIONS 21 8'-3' 2 SECTIONS 18" 3 SECTIONS 21" 1E-6" 1 SECTION 18' 4 SECTIONS 21' 8' -9' 5 SECTIONS 21 - 9' 6 SECTIONS 18' - 9' -3' 5 SECTIONS 18' 1 SECTION 21' 9' -6" 4 SECTIONS 18' 2 SECTIONS 21' 9' -9" 3 SECTIONS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18 4 SECTIONS 21" 10' -3' 1 SECTION 18' 5 SECTIONS 21' 10' -6' 6 SECTIONS 21' - 10' -9' 6 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 18' 2 SECTIONS 21" 11' -3" 4 SECTIONS 18' 3 SECTIONS 21' 11' -6' 3 SECTIONS 18' 4 SECTIONS 21' 11' -9' 2 SECTIONS 18' 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21' 12' -3' 7 SECTIONS 21' - 12' -6' 6 SECTIONS 18" 2 SECTIONS 21" 12' -9' 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18' 4 SECTIONS 21' 13' -3' 3 SECTIONS 18" 5 SECTIONS 21" 13' -6' 2 SECTIONS 18' 6 SECTIONS 21' 13' -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14' -3 6 SECTIONS 18" 3 SECTIONS 21' 14' -6' 5 SECTIONS 18" 4 SECTIONS 21" 14' -9' 4 SECTIONS 18: 5 SECTIONS 21' 15' 3 SECTIONS 18' 6 SECTIONS 21' 15' -3" 2 SECTIONS 18' 7 SECTIONS 21' 15' -6' 1 SECTION 18' 8 SECTIONS 21' 15' -9' 9 SECTIONS 21' - 16' 6 SECTIONS 18' 4 SECTIONS 21' CENTER STILES CONFIGURATION DOOR WIDTHS / OF CENTER STILES 8' -0' TO 9' -0' 2 9' -1' TO 11' -10' 2 12' -0" TO 13' -10' 3 14' -0' TO 15' -10' 4 15' -11' TO 16' -10" 5 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 2/ LOCK DOOR 7 -1/2 X 14 GA. GALV. STEEL END ROLLER HINGE w/ (6) # 14 X 5/8 SMS 7-1/2" X 18 GA. GALV. STEEL CENTER HINGE w/ (4) # 14 X 1/2" SMS OUTSIDE HANDLE 1 i i A 11 Intralrill 11 011 MAX. DOOR WIDTH 16' -2" i r / SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (6) # 14 X 1/2" S.M.S. / 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS 7 "X3 "X 12 CA. STEEL PLATE WITH (4) #14 X 3/4" SELF DRILUNG SCREWS CENTER STILE / OUTSIDE KEYED LOCK / LOCK BAR LOCKING SHOWN 8' -0' • TO 9' -0' DOOR WIDTHS 9' -1" TO 11' -10" DOOR WIDTHS CENTER STILES 0i 11, 1 0111 t[ III I1Q 12' -0" TO 13' -10' DOOR WIDTHS LOCK BAR GUIDES / INSTALLED ON END STILE .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR / L / SCHEDULE 'A' III t TOP FIXTURE 5 -1/2" X 2 -3/4' X 12 GA. STEEL PLATE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE SCH. 'A' OPTIONAL VENT MAXIMUM OPENING AREA 120 SO. IN. Nil 14' -0" TO 15' -10' DOOR WIDTHS 15' -11" TO 16' -2" DOOR WIDTH); rj INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR Engr: DR. HUMAYOUN FAR000 STRUCTURES FIJ. PE !9 16557 \_ OPTIONAL RUSH FACE WOOD GRAIN DESIGN L AMU R) AS COMPLYNG WITH THE SOUTII FLORIDA BUILDING CODE DATE 0Z-Z'a O BY PR i •1 1 ~' DIi'IS10:I BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE HO.00 - ii J.O/ DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 56.0 PSF 64.0 PSF GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND ✓ LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. V 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 0 a O v1 v W = pi o of 3 7 3 < < I o 0 o O a m 0: N w 3 U- 0 in 1 0 CO N n (0 N (0 0 n 0 c 0 0 .> 8 r N co O M W M < J I.- Z ~ N co w Q 1 036 O D z = - = a Csi c 0 0 v) o v 0 . 0 0 a 0 v 0 0 w 1 drawing no. 00 -18 (sheet 1 of 3 16 GA. X 2 -1/4 X 2 GALV. STEEL U.BAR REINFORCING TRUSS 0 TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR r9 14 X 3/4' SELF DRILUNG S. R EINFORC NG 4 0 BOTTOM OF PANEL BAR TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. / AND TO END STILE W/ FOUR # 14 X 3/4 SELF DRILLING S. ✓ 1ST SECTION (BOTTOM) / REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16" X 2" LAG SCREW SOUTHERN PINE 0.55 S.G. BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48' O.C. AND RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING BY DOOR INSTALLE 1/2" MIN. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 2 -1/8 "X 1 "X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 10=!.�II • ./ 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 2ND SECTION / REINFORCING # 14 X 5/8" SMS ✓ 6 PER HINGE 16 GA. X 2-T/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO >P 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRIWNG SCR./ 1/2" X 1 -3/4" X 16 GA. OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL 1/2" X 1 -3/4" X 16 GA. FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12" 0.C. 1 -7/8" X 2 -5/8" X CENTER STILE 1 18 GA. GALV. STEEL CENTER HINGE 14 X 5/8" S.M.S. - 4/ HINGE ✓ 1 INTERIOR SIDE SECTION B —@ 18 GA. STEEI. 16 GA.X 2 -1/4" X 2' GALV. REINFORCING TRUSS TRUSS FASTENED TO VERTICAL STILES W/ TWO # 14 X 5/8" AND TO END STILE W/ FOUR !9 14 X 3/4" SELF INTERMEDIATE SECTIONS / REINFORCING POP RIVETS ROLLER HINGE 1.82" DIA. ROLLER STEEL U.BAR INTERMEDIATE S.M.S. DRIWNG SCR. TOP SECTION REINFORCING i / 3/4" X 2" X 2 -1/2" X 18 GA. STEEL END STILE 3 -3/4" MIN. DGE DISTANCE . 1/4 • 1•. 24 GA. STEEL PANEL / FLAPS BENT OVER PANEL 1/2' PUNCHED HOLES 0 4 0.C. J 16 CAA 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR 1 14 X 3/4' SELS DRIWNG SCR. 1/2' HILT1 SLEEVE ANCHORS OR EQUAL 1-1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET / END STILE APPROVED AS COMPLYING WITII THE SOUTH FLORIDA BUILDING CODE DATE 6 2 - Z o BY T CO , �„i I. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.00 - 112-1.0L ) c O 0 .; 0 O r7 W Q J li ? Z CO (n Cr) O IY O z� c _ J N to to to 0 7 c 0 0. `0 .0 0 0 O 1 0 u ) drawing no. 00-18 (sheet 2 of 3 DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 66 B7 88 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 16" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7' -0" 21" 21" 21" 21" N/A 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" 7 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" HILT1 SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16 BLOCK 1 -1/4" 6" CONC. 1" 6" 3/6 BLOCK 1 -1/4" 1 -1/4" 7 -1/2" 9' CONC. 2 SECTION A —A 14 GA. GALV. STEEL ADJUSTABLE SUDE FASTENED TO BRACKET i W 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X 16 GA. FORMED STEEL 1 GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 2 -3/4" X 5 -1/2" X 3" X 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X 16 GA. FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RNETS 1.81" DIA X 5" ROLLER SHAFT OPTIONAI INSULATIONS BY 'APACHF PRODUCTS CQ' EPS- EXPANDED POLYSTYRENE DENSITY - 1.07 PCF N.O.A. # 98- 0904.04 OR IS0 -25 POLY - ISOCYANURATE DENSITY a 2.0 PCF N.0.A. # 98- 0904.03 14 GA. GALV. STEEL ROLLER HINGES FASTENED / W/ (6) 11 14 X 5/8" SUS �\ 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS / / MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING OUALITY 0 -40 MIN. YIELD STRENGTH - 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 5/16" X 1 -5/8" LAG SCREWS INTO W000 OR 5/16" SLEEVE ANCHORS WITH 1-1/4 EMBED INTO MASONRY 3 PER BRACKET 1 2 -1/2 X 4 -1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS / l TRACK CONFIGURAT.ON J J VyOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN w/ 1/4" TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 8" 0.C. OR 3/8" DIA. HILTI SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND A SPACING OF 12" 0.C. THE BLOCK WALL. CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR A 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. P m N / CAST ALUM. „/ CABLE DRUM HORIZ. TRACK LENGTH m OPENING HEIGHT PLUS 12" =1) 1 7 -1---7 1 •- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C. f 14 GA. GALV. STEEL TRACK 2" X 3 -1/2" X 12 GA. TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. 1 -1/2" 1 STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID / BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO 11E BEAM. HORIZ. TRACK SUPPORT AS REOD. BY DOOR INSTALLER mo 1' 1/4" 0 HEX HEAD M.S. & LOCK NUT 0 12" 0.C. 3" X 2" X 14 GA CONT. STEEL ANGLE 2" X 3" X 12 GA. STEEL FLAT BRACKETS 0 12" 0.C. CONNECTED TO CONT. ANGLE W/ (3) 1/4" m SPOT WELDS ALTERNATE TRACK INSTALLATION Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA_ PE 9 16557 i MIN. EDGE DISTANCE �-- 3 3/4" TYPICAL . CONC.- MIN. 3000 PSI 1 1/2 "L- 2 -1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT APPROVED AS COMPLYING WITH flit SOUTII FLORIDA BUILDING CODE DATE - ZZ -O7 BY PRODU ulVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 0 0 0 w t r-. c 0 . W Q U ± Z c0 N rn O 0 z VI 6 O O O f .) rr) J li N Z W 0 c 0 0. `.) N d 0 T d 0 D 0 s c ) • 0 3 C drawing no. 00 -18 sheet 3 of 3 IIUIL CODE COM PLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino Window Corporation. 6860 NW 75"' Street Medley, Fl 33166 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. M95-18A, titled "Aluminum Tube Mullion ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 5/23/02, bearing the Miami -Dade Courtly Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, state and following statement: "Miami -Dade County Product Control Approved ";Unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been ne change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 99 -0,300 0 p of this page 1 as well as approval document mentioned above. t 1 \ ` The submittcd documentation was reviewed Io rig z. 10 NOA No 02- 0311.07 Expiration Date: March 28, 2007 Approval Date: July 18, 2002 Page 1 o 0. 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 2/ ANGLE MUWON -MULLION MULLION 1 2 x 2 x 1/?' ALUM NY,iLE 2 X 2 X 1/8" ALUM ANGLE 2 -5/8' LONG t 1.5mi MAX :NCHOF* S T`; PE r. o ` � \\ 1 2!000 HIN F :a S.M.S. - T - - :/ MIl. EMBED 1r;13 w000 5 Al:0LE * J la 5,M E T 2/ ANGLE NOTCH ANGLES T MISS MARBLE SIL! OR TRIM r 2 X 2 X 1/8 ALUM ANGLE J 14 S.M.S. 2/ ANGLE - MULLION uULUCN 2 X 2 X 1/5" ALUM ANGLE 2 -5/8" LONG MAX. ANCHORS TYPE S. 1 -1/2' uiN EMBED INTO w.u0 2/ ANGLE riu:i0a C.. ; Cod: .. Orm N(./A= Alisin {' cl co Uirisi 1' "- 1111111111■111 11M11111111.• 1 %%UI%14114 III 1 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 3/ ANGLE :ANCHORS TYPE •C• I I \. 1 \ � 1 % I\�, v. M LWCN1 I 2X 2 ALUM AYG_E - 3 -5/5" 10 i I 0 i ` �iIInnimm IIIIiQz 2 3 20 • nt- OR. Hu44Y0uN 4440001 STRUCTURES 4 RE 1 1e.57 1 v' - : BUCK TO 4:COr2 :ATE Ci !? :ANGLE TO HAS• :NRY CCNCF..ETE OR I 1 /a' 1 T.L?CON LLL , /•• MIN. EM850 2/ *HOLE �L_EC BLOC KS 11 IMI% 1111 1141 1 O n WOOD SUCKS ':OT B Y .WINDOWS MUST SUSTAIN LOA'S iMPO_0. , I' \ �J Ism m U m 0 Z w Cp 0 0 0 w CI ; > < 0 CO <W3r,2 L w N 1 2 MI • 8 0 N 0 0 c Cr 0 GLAZING PRODUCT 3 GLAZING PRODUCT GLAZING PRODUCT ANCHORS A.O. OR C 3 a m 0 -4 a N� 0 0 : 1 0 a m m W CI !q O ts 0 1 nULLION LOAD CHART 38 - 3A" 23 30 43 50 63 70 88 TRIBuTARr wIOTII - INCnE3 ANCHORS TYPE A.B. OR C UUWON SPAN I HORIZONTAL. MULLION VETTfCAL MULLION m -4 m 0 m 20 ANCHORS TYPE A.B. OR C1 TRIBUTARY WIDTH = WI + W2 2 TYPICAL MUI 1 ION ARRANGEMENTS 30 443 GLAZING PRODUCT GLAZING PRODUCT WI nULLION LOAO CHART L .3' .L /B' IUJN TL9i STEEL Gla I.IN■■.10 �� 50 60 70 TRI8UT.;RY 4IOTM - INCHES 19 m 0 O N EL 0 Q' 0 Q 0 -J (3 1„L I• In 0 0 0 0 3 O 01 0 20 ANCHORS AB, OR C 3/8' {WUU STAN 80 m m MILLION LOAD CHART 1'. - •1/8' ALtp1. TUBE Ki Vat 1111. 28 30 46 80 60 ANCHOR LOAD CHART 10 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A Ixtt -4.411 30 40 50 60 7 0 80 TRIBUTARY WIDTH - INCHES Is 17 H z m W 0 1 0• 1, 30 40 TRIBUTARY erm emu aAktau' MULLION LOAD CHART ►vN■■■ ■011'1■ ■1,1111�� ■I,N■I1M, ■Il.,■Il'I■ ►111■MINNELII■M■■ NENNINNUNENNNI ■ \R711■\\ ■\UIROIN\■ 01111,■.'■1,� Il„■IIMENN1111111_� iU■►11■ ■\■■\I■■ ■.W��.��■ EIMENNI■■Iv■■ 2•..'.1/8 ALUM. TIRE 20 30 48 56 60 76 80 TRIBUTARY WIDTH - INCHES O ANCHOR LOAD CHART AICH0R6 TYPE 0 RLGT -1 60 60 70 WIDTH - INCHES ApproH.0 as tomp17i11Q,Ub IE¢ 1••IeriJ. UpHi Code D. l. 7 N IYOA6 AU.rot o P • A C a • ".- Diyisio nr_ 99 a 11 N 0 10 EL N m 0. 0 P 0 L.1r N W D m 0 ANCHORS TYPE C FOR ANCHORS DESCRIPTION SEE SHEEP 3 OF 20 30 40 GO 60 70 80 TRIt3UT.gRT WIDTH - INCHES Engr. DR HUwtrOUN r:J4o0.` STAUCTURt:S PJ. PEP 16397 ANCHOR MULLION LOAD CHART lk I•■►MI. 11111111111MIMMINE11111 IIINNIMINIKS123=111 SHIANNEWUNIMININEI 111111■„MI N NAZI ■ I1"■ ■I1, M1111,■1M, ■1,7■■ ■ II► ■111111' ■■ ■\111•■■•■■•1111\■ ■■►\■■■•20'■■■•0 W31111\ ■ \NI■EI■ ■■ ■'11111ff ®■■•■■ •nvV ®V\ 2'.6'.1 /8 ALUM TLBE 0 in= mu 30 30 40 s0 60 76 80 TRIBUTARY WIDTH - INCHES LOAD CHART 63 z U Z O 0 LL a O In U W zg a 0 O g 4. O g z 0 ,n • ti g e W - - 0 z 6 (sheet 2 of 3 0 N m e 0 N � N ▪ 3 N m 0 w 0 0 0 u c 0 z ' drowing no. M95 -1 n Z ti z y Z O ° D Gi O a � 0 e U5 W - cr >�m CD < �4. D • m c f • W /f 1 3 'At I3 -3 6.000 STFP 1 STFP 2 STFP 3 STFP 4 STFe 5 2.000 --1 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. USING ANCHOR TYPES ON SHEET 3. MD ANCHOR GRAPHS STFP R ON SHEET 2, SELECT ANCHOR TYPE ,17TH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED W STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING DETERMINE DESIGN LOAD REOUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 04 STEP 1 ABOVE 2.000 3.000 .000 Apprvccd as compylyyLog with Ibe Florida ti t . 1 1 A g C Lea Date NOAH Miami Dada P fljvnia 1;7 NOTES; RECTANGULAR ALUMINUM TUBE MULL IONS USING MU! LION PROPERTIES ONLY 1 ALL GLAZING PRODUCTS USED WM1 THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS LE. WIND LOAD. AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. T1IL ETC.) 3. MY coNDmoNs NOT COVERED IN THIS suBMrrrA SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. AU. MULLIONS TO BE ALLOY 6063 —T5. Engin DZ. !: IMA'.UUN FAF000 STRUCIUW'S Ft.A P i 16357 e. n z 0 o m R as O y a. U iE to tD D in ''' ' O n J m Z_ 3 z L a Ooo Z W a m G 0 • 6 V b ui co 00 \O [ drawing no. M95 -1 PREPARED BY: Yvonne A. Patton Robertson & Anschutz, P.C. 10333 Richmond Avenue, Suite 550 Houston, TX 77042 AFTER RECORDED RETURN TO: Bank of America, N.A. 9000 Southside Blvd, Bldg 700 [CONSTRUCTION] Jacksonville, FL 32256-0000 1 111111 1111111111 11111 11111 11111 11111 11111 CFN 2003R0602278 OR Bk 21557 F9s 3305 - 3307; (339 RECORDED 08/21/2003 13:27 :40 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA NOTICE OF COMMENCEMENT Permit No. Tax Folio No // - 00 6 — 00 3/ State of Florida County of Miami -Dade The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property (include street address, if available) 969 Northeast 92nd Street Miami Shores, FL 33138 SEE EXHIBIT 'A' LEGAL DESCRIPTION ATTACHED HERETO HEREOF FOR ALL PURPOSES 2. General description of improvement(s) Construction of home 3. Owner information Name: Michael Meyer, a single person Address: 230 NE 102nd Street Miami Shores, FL 33138 4. Contractor information Name: RIM Builders & Contractors, Inc. Address: 7027 W. Broward Blvd. #371 Planta 7cPI/ 252 c16 ? Phone: 5. Surety Name: Address: Phone #: Fax #: Page 1 of 2 AND MADE A PART Amt. of bond: (R &A)6286093 flnotcom.bax • a, 6. Lender Name: Bank of America, N.A. Address: 1201 Main Street, 11th Floor, Dallas, Texas 75202 Phone #: 214-743 -9362 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes Name: Address: Phone #: Fax #: 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone #: Fax #: 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified). My commission expires: Caton Dt�01310tia s W1&200 d A tMoup h ( o.432.4204) Florida Notary Alan., !no. Sworn to and subscribed before me this , day of r�r 7` , 02. 3 e r y /7i Jute./ /7. er who prod c a 9� Li'ceKst , Pu Te rage 2 of 2 (R&A)6286093 flnotcom.bax EXHIBIT "A" Lot 3, of Amended Plat of Golden Gate Park, according to the Plat thereof, recorded in Plat Book 7, at Page 54, of the Public Records of Dade County, Florida OR Bk 21557 PG 3307 LAST PAGE t,i Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:'(305) 795.2204 Fax: (305) 756.8972 Permit No , t 1' Job.Name Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 3 - i Job Name Mia ores Village Buildi 4 Department eB '�11lit l� ®e UILDI G CRITIQUE ET 10050 N.E.2nd Avenue Miami! Shores, Florida 33138 ;Cel:1305) 795.2204 Fax: (305) 756.8972 e ✓ ) tato= 7 N- o� � - Miami Shores Village S ; Building Department BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • Permit No: , � t5 3 " �� L Job'Name Jt ,14/ .5 Miami Shores Village Building Department BUILDING CRITIQUE SHEET Prnvde co 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: 005) 795.2204 Fax: (305) 756.8972 Permit No. Job Name 4ei g ,' ti 44.1 4 111■.—! / 4 7 \:*;.\-0 p,6,p_ Wa (Rev. 5/7/03) Building Officials Approval: Miami Shores Village Building Department Certificate of Occupancy Permit No. Date The following address is issued a Certificate of Occupancy Address j � f st. City Miami Shores State Florida Zip 33 )3 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. MIAMI SHORES VILLAGE �) BUILDING DEPARTMENT �� 305- 795 -2204 Building Inspection Request Date i(3 Time Type Insp'n Car azte S LQi0-€ Permit No. P (f - 1-2 -44 Name n Address ! (09 K.(C 9 Q- 5- Company 1)&1 Phone# `1 1t0 - S 3 - ESO 7 For Inspector: 10'9-63 P Name & Date Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE f % BUILDING DEPARTMENT E� d 305- 795 -2204 Building Inspection Request Date 0- Time Type Insp'n C �. (1`,71.d iI - Permit No. 2J P Name Address ( 2 q ME 9 9 Company E^ \ (Ae Phone # („ - b 3 - I For Inspector: io'9' % `Name & Date Approved Correction Re- Insp'n Fee WINGERTER LABORATORIES INC. Engineering Testing and Inspection Service Established 1949 Dear Mr. Myer: NGERTE LABORATORIES ENC. Engineering 7bsting and Inspection Service Established 1949 Mr. Mike Myer 230 NE 102n Street Miami Shores, Florida 33132 June 12, 2002 RE: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Proposed Single Family Residence 969 NE 92n Street, Miami Shores, Florida. WLI Order No: 02 -1380 Wingerter Laboratories, Inc. (WLI) is pleased to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. These services were performed in general accordance with the scope of services outlined in our Professional Services Agreement dated June 3, 2002. This report presents our geotechnical engineering Evaluation for the proposed construction together with the field data. The purpose of this exploration was to obtain specific subsurface data in order to determine the allowable soil bearing capacity together with the estimated settlements for the subject area. It is our understanding that the proposed project will consist of the construction of a new, one (1) story single family residence, with an estimated ground floor footprint of 2,100 square feet. At the time of our exploration, the subject site was found to consist of a vacant property, approximately 50 feet wide by 140 feet deep, vegetated only by short grass. The site was observed to have a relatively flat topography, with surface elevations observed to be approximately the same as the crown elevation of the adjacent roadway. Two (2) Standard Penetration Test Borings, conforming to the requirements of ASTM D 1586, were performed at the site on June 7, 2002. Please see Appendix A for our Report of Test Boring Numbers B -1 and B -2 for detailed description of the materials encountered and the depth intervals at which they were encountered. The test locations are shown in Appendix B of this report. 1820 N.E. 144th St. • P.O. Box 611450 • North Miami, FL 33261 -1450 • (305) 944 -3401 • 1 -800- 345 -SOIL • Fax: (305) 949 -8698 Broward: (954) 764 -0472 • Dispatch Fax: (305) 949 -1328 STEEL • CEMENT • CONCRETE • PAVEMENT INSPECTIONS • TEST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate # F -614 • Mr. Mike Myer Order No. 02 -1380 Page 2 The number, location and depth of the test borings were determined by WLI, taking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions, opinions and recommendations contained in this report are based upon the conditions revealed in the referenced test borings. A review of the test boring logs indicates that the subject site is underlain by an initial layer of loose to medium dense, dark colored sands with small traces of roots, rock fragments and concrete debris present in the first 2 feet of depth. Beneath this surficial layer, generally loose to medium dense, light colored sands with some traces of fragmented rock fill were encountered extending to a depth of 6 feet, underlain by a soft to medium dense, native limestone rock • formation which was encountered extending throughout the maximum explored depth of 15 feet. • Test boring number B -2, performed near the northwest corner of the property, revealed the presence of some buried concrete debris between the depths of 5 to 6 feet. The ground water level at the time of our investigation was encountered at a depth of 7 feet below the existing land surface. Fluctuations in the ground water level should be expected due to seasonal climatic changes, tidal action, rainfall variation, surface runoff, construction activity and other site specific factors. The test borings performed indicate that the subject site is underlain by somewhat loose, but generally suitable surficial soils underlain by a competent rock formation. Evaluation of the subsurface data obtained from the boring logs, using accepted geotechnical engineering criteria, indicates that the existing surficial soils present at the site, once they are properly compacted and densified, can provide adequate support for the proposed single family residence if supported upon shallow spread footings proportioned for a maximum allowable soil bearing capacity of 2,500 pounds per square foot. The presence of buried concrete debris as revealed by test boring B -2 creates some concerns. We believe that these materials consist of debris leftover from a demolition of a previous building which may had occupied the property in the past. Some of this debris may had been inadvertently used to backfill an abandoned underground structure (septic tank, foundation, etc.). We recommend that prior to construction of foundations, that some test pits be excavated in the area of B -2 in order to confirm the extent of such buried debris and determine if removal will be required. The area of the proposed residence shall be cleared and grubbed to remove all vegetation, topsoil and debris. The cleared surface area shall be compacted by means of a self propelled vibratory roller, with a minimum dynamic drum force of 20 tons, making at least 10 overlapping passes throughout the entire area or until a minimum relative compaction of 95 % as compared to the "Modified Proctor Test" (ASTM D -1557) is achieved. Any additional fill material required to raise the area to its final bottom of slab elevation shall be placed in 12- inch loose lifts, and each lift compacted to 95 % minimum relative compaction as compared to the "Modified Proctor Test" (ASTM D- 1557). • Mr. Mike Myer Order No. 02 -1380 Page 3 Bottom of footings shall be placed at a minimum depth of 1.5 feet below the final grade. Footings shall have a minimum width of 24 inches for square or rectangular footings, and a minimum width of 18 inches for continuous footings. Soils at the bottom of footing excavations and beneath the slabs shall be compacted to 95% minimum relative compaction prior to placement of reinforcing steel or concrete. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechnical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases of the proposed project. This is to observe compliance with • the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. INVESTIGATIVE PROCEDURES Test borings were staked in the field by WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, • generally as shown, but no degree of accuracy is stated or implied. Soil samples will be retained by WLI for a period of 30 days only unless specifically requested otherwise by the client. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assume responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 utilizing a 2 -foot long, 2 -inch diameter split spoon sampler which is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: SOIL CONSISTENCY vs. "N VALUE" Cohesionless Soils Cohesive Soils Rock and Gravels "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation 0 to 4 Very Loose 0 to 2 Very Soft 0 to 25 Loose or Soft 5 to 10 Loose 3 to 4 Soft 26 to 50 Medium Dense 11 to 30 Medium Dense 5 to 8 Medium 51 to 90 Dense 31 to 50 Dense 9 to 15 Stiff - - 50 or More Very . Dense 16 to 30 Very Stiff - - - - 31 or More Hard - - • Mr. Mike Myer Order No. 02 -1380 Page 4 • • The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. Furthermore, the graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. We appreciate this opportunity to be of service to you during this phase of the project. If you have any questions or comments regarding the information contained in this report, please call us at (305) 944 -3401. enc: Appendix A: Test Boring Logs Appendix B: Test Location Sketch P- 55 /Time Charges: lump sum Lab no. 210 (Test Borings) Respectfully submitted, WINGERT ' ABORATORIESJNC. Rafael M. Pina, P.E. Florida Registration No. 50771 • The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15-18.011 of the Florida Administrative Code. • 0 5 10 15 20 25 Page A- 1 MULTIPLE BORING PROFILE(SUMMARY) Proposed Single Family Residence B-1 MAMMY Pill HAW PUNIOINIF .11711111.114/ ttrIPIEW !MUM 1•113121.1111C 111141001114 1311.111,111r IlitliSOIXE MOO= 11111113E1 1■111AMILI 1.1.10•91111 .119111111.11111. .1.171r, 11[111111:211 ZIMME:117 hISLICIAIL IIIMM•1114 MIMI= 1211119111•211, [1111131231! 13 . . ro, 13 711,Txg 34 32 18 12 37 B-2 ••• •.• %or •• h • Pi MAW 141114011.1• 411410111.11111.1P 11311111013 IMIAMMIL dliM1111110 11111001111 IHM WI!! Ir CINCIEIZIE MILIZENE IZEILICE Pa MAW P•141011111• RIIIMPOWN r11.171rr ClerlIMMIE 11311111[1111:111:1 1111101111111•11, 11110M1111111114 18 22 22 22 0 5 10 15 20 25 • WINGERTER LABORATORIES INC. Professional Engineering & Testing TEST BORING LOG BORING NO.: B -1 CLIENT: Mr. Mike Myer PROJECT: Proposed Single Family Residence LOCATION: As Shown on Boring Location Sketch DRILLER: J. Cooper ELEVATION: DRILL RIG: Simco 5500 DATE STARTED: 6 -7 -2002 DEPTH TO WATER: 7.0 DATE COMPLETED: 6 -7 -2002 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES 0 — 1 2 — 3 — 4 — 5 — 6 — 7 8 — 9 — 10 — 11 — 12 — 13 — 14 — 15 — 16 — 17 — 18 — 19 — 20 — 21 — 22 — 23 — 24 — 25 — 26 — 27 — 28 — 29 — 30 — 31 — 32 — 33 — mmammmm MM0ezu u1 vacoQo MaIMMOM PMMOMMM r:m uiooMo 001.001.0 rr.lrru iiirlwr iC -c NALIUMMI v11 000 11.rrW1a1 ^c -neon ncrm rrrrru , .'v•y : V: a :V: . .. .1 .,, .:4 7 6 3 3 1 1 1 4 7 6 12 25 20 12 8 10 10 8 12 8 8 4 8 17 22 15 15 This information pertains on SOIL DESCRIPTION Brown Silica SAND with trace Concrete Debris Tan Silica SAND Dark Tan to Light Brown Silica SAND with trace Limestone Tan LIMESTONE with some Limesand Boring Terminated at 15 Feet. STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 SAMPLING INTERVAL 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 N 13 2 13 32 18 12 37 N -value CURVE 10 30 50 70 90 ly to this boring and should not be interpreted as being indicative of the site. 1 1820 N.E. 144th Street, • North Miami, FL 33181 (305) 944 -3401 1-800-345-SOIL WINGERTER LABORATORIES, INC. Page A -2 I I� WINGERTER L ABORATORIES INC. Professional Engineering & Testing TEST BORING LOG BORING NO.: B -2 CLIENT: Mr. Mike Myer PROJECT: Proposed Single Family Residence LOCATION: As Shown on Boring Location Sketch DRILLER: J. Cooper ELEVATION: DRILL RIG: Simco 5500 DATE STARTED: 6 -7 -2002 DEPTH TO WATER: 7.0 DATE COMPLETED: 6 -7 -2002 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES 0 — 1 2 — 3 4 — 5 — 6 — 7 8 — 9 — 10 11 — 12 — 13 — 14 15 — 16 17- 18- 19 — 20 — 21 — 22 — 23 — 24 — 25 — 26 — 27 — 28 — 29 — 30 — 31 — 32 — 33 — FoW iaM =YAN siaoio aar'rW ml TflaWMN viooso ud 1J MOSs\MI CMILIMUILI 1��MMeeM v ZCOQO Yl ..MA RAM WMPOITIM M1 cnnrrml mmuciam wompummemo MIIIMOMM MVMMWMA maMnwl 6 ooze u :coQa IYVJ<rNN MMOMMO !••• • 4 1 1 1 4 22 12 14 10 10 8 10 10 10 12 10 8 10 12 12 7 10 12 8 This information pertains on SOIL DESCRIPTION Brown Silica SAND with trace Fragmented Limestone with trace Roots Tan Silica SAND with some Fragmented Limestone Dark Tan LIMESAND and Fragmented . LIMESTONE and CONCRETE DEBRIS Tan LIMESTONE with trace Limesand Boring Terminated at 15 Feet. STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 8 SAMPLING INTERVAL 0.0-2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 N 5 2 34 18 22 22 22 N -value CURVE 10 30 50 70 90 • 1 ly to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, ' North Miami, FL 33181 (305) 944 -3401 1-800-345-SOIL WINGERTER LABORATORIES, INC. Page A -3 Symbol Description Soil symbols Sand with some to trace debris •V v v •y V. V. .v. . ;: kA Sand Sand with some to trace limestone Limestone with some to trace sand Sand with trace fragmented limestone and organics Fragmented limestone and sand with some to trace debris Misc. Symbols t ••• • • z .,. . • Soil Samplers Water table at boring completion Standard penetration test LEGEND 1820 N.E. 144th Street • North Miami, FL 33181 (305) 944 -3401 1-800-345-SOIL WINGERTER LABORATORIES, INC. Page A -4 • APPENDIX B TEST BORING LOCATION SKETCH TEST BORING LOCATION MAP PREPARED BY: L . R. • DATE: W / Nage WINGERTER LABORATORIES INC. Drawer L North Miami. Florida 32251 -1 529 Mr. Mike Myer Proposed Single Family Residence 969 NE 92nd Street, Miami Shores, Florida ORDER No: 02 -1389 PAGE: B -1 GOLF COU'E .: Ii r d ...: St 7+577,7117,176791 . / P ool use „It 1 >i , L tom_s>,: omit. !/ -:99th � • 198th St ' 62nd St- ,. - ''; S . . Normandy 1 • �i • r RiccutM T— 97th Sr 9 6� - �: . .., :. M IAM OR ., �_ I E1 92 nd SI = . ',. - 10 vrra ? `. �3�lr= Ci;::,ii :.. .. rom Sr 1. "r thSt.. l ` — a r il a , 1 al ' 69th c�T536t d6,n ge ' ' L 8 aL-ihSt _ _- r -. E sa F rd Ter o.$' : 8 4t h ' St -- — 63rd f • • - Harbo ' Island t:•t' ,.i''r . ."' PE tlnR1r98 S 'r '_. _, ad y '' a t .. L FS . - ., :i I � +' r 1 C. .'T er 1 .!,, IL_a p ; . CJ I CO ^4 m. ' Et EFF1 L 61 St _ _ $t 2 _ 934 °'NE 79711-1-S y •3 P :8: MARINA " • - 't - J.F -2 K ENNEDYr r�;` ;•CAUS w.,,,3I' L 18th SI 1 I of -a- � ELL n t'K � d& T 1DE B `• �I ( �b b- J� -.11 ' . y ,. . i:: � tF E •t . � 1;2: � � L ' G " n ' x M1 L, N ort h. B ay ., o s,- r+,. v - ' . ° •' .,. 3 6L � i. _ G t rewire Or N TREASURE E4 ; ` ° ; ?r I - — a 's a 1 9 a' L SI.tCI P St AIM, I PARK° 1 y . Si 1 1 i J ct A li' fEaSUfB , r r0 nd jt E I t MOE El =1. I 5 rE - _". ao - ~ T ' Belle I t o�` I I � -.-; ,., .. � � �r I > Frei: ire �: lr ,» y:.4. I , �Sf �Y ` � ` f ,. ?may 1 i t d S 1 PAALM.9A UB MP aeIE t s� Island 138 Sli 65 Teri ... , y a i . PARK . Y Si - N PARK . CEGION r - Si :.' PICNIC . ' g U. t r,57 to ,0- 51 . 1 . _ nth, ,. sr MORNINGSIDE _ 0 Ter $ _ . . as that . .. MORN INGSIDE . . PRCNMC . ISLANDS _ P ARK , • • - (Y) • • • 53 _ rd St —. er ¢ • '7,..,:, MO INGSIDE ( 4 PA4JC POOL '; � 4r ^`. .H r ka_Rd _T I guttomvood Ln 4 33137 BAY POINT TEST BORING LOCATION MAP PREPARED BY: L . R. • DATE: W / Nage WINGERTER LABORATORIES INC. Drawer L North Miami. Florida 32251 -1 529 Mr. Mike Myer Proposed Single Family Residence 969 NE 92nd Street, Miami Shores, Florida ORDER No: 02 -1389 PAGE: B -1 - ro w 1 _ 1 �s- 141 P , I D 1c . , f t TEST BORING LOCATION TEST BORING LOCATION SKETCH so t S go AI E. 9 c9 PREPARED BY: L • JQ DATE: iif/ 1/4.1 Mr. Mike Myer PRoposed Single Family Residence 969 NE 2nd Street, Miami Shores, Florida ORDER No: PAGE 02 -1380 4' 9" System: Meyer Location: Miami, Florida Prepared by: WELLINGTON ASSOCIATES TABLE 6. ZONE SIZING DATA Zone Name One Max. Coo n Design Airflow Rate Sensible ( BTU/hr) '. 25,906 Total: SYSTEM SIZING SUMMARY Block Load 3.05 August 19, 2001 Page: 2 Max. Heating Design Flow Load Rate (CFM) Design Time (BTU/hr) (CFM) 1,333 July 17:00 13,256 - 1,333 Total: .00 System: Meyer Location: Miami, Florida Prepared by: WELLINGTON ASSOCIATES TABLE 1. SIZING DATA (COOLING) Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required / Total oil Load 2.98 Ton Floor Area 1,746 sqft CS_e Bible Coil Loa 2.42 Ton Overall U -Value 0.097 BTU /hr /sgft/F SQFT/Ton 586.65 Vent Air 0.06 CFM/sqft Cooling 20.46 BTU /hr /sqft Vent Air 25 00 CFM/Persnn Cnnlinu 0.76 CFM /snft TABLE 2. SIZING DATA (HEATING) Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow Supply Airflow TABLE 3. INPUT DATA (WEATHER) Location Data Source Latitude Elevation Atmosnheric Clearness # Miami, Florida TABLE 4. INPUT (HVAC SYSTEM) System Name System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Time 1) July 17:00 2) July 16:00 3) June 17:00 4) June 16:00 5) August 17:00 35,715 BTU /hr 29,097 BTU /hr 25,906 BTU /hr 57.0 F 1,333 CFM 1,333 CFM 109 CFM 0 CFM 0 BTU /hr 16,319 BTU /hr 3,063 BTU /hr 13,256 BTU /hr 109 CFM 1,333 CFM User Defined 25.8 Degree 7.0 ft 0 90 Meyer Clg and Warm Air Ht SYSTEM SIZING SUMMARY 0 % TABLE 5. TOP TEN COOLING COIL LOADS Sensible Ton Total Ton 2.42 2.98 2.41 2.97 2.40 2.97 2.39 2.95 2.40 2.95 CFM /person Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Heating Heating Floor Area Overall U -Value Vent Air Vent Air Summer Dry -Bulb Coincident Wet -Bulb Daily Range Winter Drv_Bulh Time 6) August 16:00 7) July 15:00 8) July 18:00 9) June 18:00 10) June 15:00 Block Load 3.05 August 19, 2001 Page: 1 July 17:00 89.5/76.6 F 76.2/64.5 F 56.0/55.4 F 54.9 F 0.050 52.4 9.35 BTU /hr /sqft 0.76 CFM /sqft 1,746 sqft 0.097 0.06 CFM /sqft 25.00 CFM/Person 91.0 F 77.0 F 15.0 F 44 0 F THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Draw -Thru Static Pressure 1.50 in. wg. 75.0 F 75.0 F 70.0 F No Sensible Ton Total Ton 2.39 2.94 2.38 2.93 2.38 2.93 2.36 2.92 2.35 2.91 FEDEIU\L EMERGENCY MANAGEMEN r AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE huportint: Read the instructions ort pages 1 -7. SEC I ION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME MICHAEL MEYER LATITUDEJLONGI1 UDE (OPTIONAL) 1 IORIZON !AL DA 1 UM: ( /M NW- aa.aa• or a1/.n/friar) I I NAD 1927 II NAO 19 N/A O d) Attached garage (lop of slab) O e) Lowest elevation of machinery and /or equipment servicing the building ❑ 1) Lowest adjacent grade (LAG) U g) Highest adjacent grade (I IAG) PROPOSED PROPOSED PROPOSED ❑ h) No. of permanent openings (flood vents) within 1 Il. above adjacent grade O I) Total area of all permanent openings (flood vends) In 0311 N/A FFMA From 81-11 Al IC cm SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION CF I: ill : \ /I :r?Cr: strir rCiI? r n1.1111d1 IATIr1$J U.M.B. No. 3067 -0077 Expires July 31, 2002 BUILDING STREET ADDRESS Including Apt., Unil, Suite, and /or No.) 011 P.O. OUTE AND BOX NO fIdg. . . Sibft(N ( I } u l , �(I!r!(ir I rr ri 969 N.E. 92ND ST >I i 4 9 ► >,:,1 I4 ! SPATE FLORIDA ZIP CODE CITY IAMI SHORES, 33138 PROPS TY S R 1 ( and B ock nibe s, 1 ex Pa el Number Le al Oescrlp tlon et LOT , � E�N� 10 . PLX1T L t O F D G u �LDEN G AT E PAR - t � _� PG 5 4 , MIAMI —DADS COUNTY - (, tlU1LDI g t �Jgt(g ` Iegl � enllal , 1� n esldeIItI I, Addition, Accesspiy, etc. lJ fill <n a: •- o7r. 1 cessaty.) I I SECTION B - 1'1000 INSURI),' 11A pr.-TifirEcTMVRUNFIVRAME 8 CTOMUNI fY RIKABER ©2 C 'J./RI t �- i ` 83, STATE MIAMI SHORES 120652 A E FLOR B4. MAP AND PANEL B5. SUFFIX 136. FIRM INDEX (37. F 2M PA .1 130. FLOOD B9. WOE. FLOOD ELEVATIONS) NUMBER DATE EFFECTIVE /RF.VISED DATES ZONE(S) (Zone AO, use depth or flooding) 0093 J 7 -17 -95 7 - 17- 95(3 -2 -94) "X" N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. L FIS Profile )LXJ FIRM I__ I Coinmunity Determined I—) Other (Describe): 811. Indicate the elevation datum used for the I3r'E In B9: 11 NGVLT 1929 I NAVD 1906 Ll Other (Describe): 812. Is the building located In e Coastal Baffler Resources System (Cl3ftS) area or Otherwise Protected Area (OPA)? (_J Yes ILI No Designation Dale I ) INFORMATION I'S (Type): U809 Oued Mep LI Other: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: )(f(ConstructIon Drawings" I'Building Under Construction" I_ JFInIshed Construction 'A new Elevation Certificate will be required when construction of the building Is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate Is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones At -A30, AE, Alt, A (will, OFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR /AE, AR /A1 -A30, AR /AH, AR/A0 Complete Items C3a -I below according to the building diagram specified in Item C2. State the datum used. If the datum Is different from the datum used for the I3FE In Section 13, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 or Section 0, as appropriate, to document the datum conversion. Datum N r, V D Conversion/Comments NONE Elevation reference mark used MD CTY Does the elevation reference mark used appear on the FIRM? O e) Top of bottom floor (Including basement or enclosureP R 0 P 0 S E D 11...5_0 tt.(m) 1 O b) Top of next higher floor PROPOSED 12....0 ft.(rn) v' O c) Bottom of lowest horizontal strucluial member (V zones only) N/A . ft.(m) PROPOSED 11.,,11.0 t.(rn) 11•. 00114119 .,L R. 0..5 ft.(rtt) N/A sq. in. (sq. cat) w m Z 7 (_J YesI No ALL SOUTH SURVEYORS SEPTEMBER 11, 2002 STATE OF FLORIDA PLS NO. 1060 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. 1 certify that the Information in Sections A, B, and C on this certificate represents my best efforts to interpret the dale available. I understand that eny false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. C E R T I F I E P E S W. CARR TIJLE PR ADDRESS 9245 P 9245 5)4. 44TH STREET [i I , FL 'T A 3 '1 D E SIGNATURE 1) 80 UMBER 11 2 0 7 EP 553 —1410 LICENSE NUMBER PLS NO. 1060 COMPANYNAME ALL SOUTH SURVEYORS, INC. RFPI Ar:FG Al I PilFV1111 IS F11111/INC IMPORTANT: In theses aces copy the corres onclh► Infor,natlon from Section A. 1-01. .... P py p g . f�tl� # €3�s��s BUILDING STREET ADDRESS (Including Apt., Unit, Suite, end /or Bldg. No.) OR P.O. ROUTE AND BOX NO :P ( tls #S ##t #3 it #a ► ►f� f��ts. f # Il isf;f: :1sf, ' CITY MIAMI SHORES, SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. COMMENTS INFORMATION PROVIDED BY ARCHITECT, LAWRENCE SIMON, I—I Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E3. If the Elevation Certificate Is Intended for use as supporting Information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate Is being completed — see pages 8 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LJ 1 ft.(m) LI__Iin.(cm) LJ above or LJ below (check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodpiain management ordinance? Yes J No J__J Unknown. The local official must certify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - Issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS FLORIDA FROM HIS PROPOSED PLANS. CITY SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's fioodplaln management ordinance can complete Sections A, 9, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. 31. ( The Information In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 32. LI A community 4fcial completed Section E for a building located In Zone A (without 4..FEMA- Issued or community- Issued BFE) or Zone`AO. G3. LJ The following Information (Items G4 -G9) Is provided for community floodptain managernerit purposes. 04. PERMIT NUMBER' 35. DATE PERMIT ISSUED 37. This permit has been'issued for L New Construction (I Substantial Improvernent 38. Elevation of as -bullt lowest floor (including basement) of the building Is: ft.(m) Datum: 39. BFE or (in Zone AO) depth of flooding at the building site is: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS =FMA Form A1-11 Al Irk c1A .. ;*1`• ; }. i a • :: { • 33138 ZIP CODE STATE ZIP CODE DATE TELEPHONE I — I Check here If attachments Ge. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED LJ Check here If attachments PFPI Af:FR Al 1 PRFVIf1I IS FrltTiflNS RECEIVED OF 02-- Ocikrf -9(09 Oa jF FOR: \(J noW 1015 MIAMI DADE COUNTY DEPARTMENT OF HEALTH N2 47721 ENVIRONMENTAL HEALTH RECEIPT 100 2002- BY: 100 This receipt not valid unless dated, filled in and signed by authorized employee of department. DOLLARS (address) 96 ( AJ c? _s /f from the Building l 1 ?O Aer,/ contractor /owner, picked up 2 sets of plans for Signature understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE (305) 795 -2204 FAX (305) 756.8972 RECEIPT to have corrections done to plans and/or get County stamps. I � ' l'rr / f X0,e._ y 11 LG , IX■ 1 7"Y CONSULTING ENGINEER, P.E. 34306 FL c 9"6/1/...e" SAM LYUBKIN, P.E. Forurn Building 2632 Hollywood Boulevard, Suite 10 Hollywood, Florida 33020 (954) 922 -8845 /#,S,1- 4 • ,,e9e 7-w, 7 eovp -p /44 /2e,e, /Z0/,-(1,-212 e,erf"r GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.344 0.344 0.344 GCp ( -) -0.822 -1.555 -1.555 PRESSURE(psf) 24.5 24.5 24.5 VERT. COMP. 22.6 22.6 22.6 HORIZ. COMP. 9.4 9.4 9.4 SUCTION(psf) -46.7 -80.9 -80.9 VERT. COMP. -43.1 -74.7 -74.7 HORIZ. COMP. -18.0 -31.1 -31.1 a a a a 2 1 2 2 1 2 3 3 3 3 SAM LYUBKIN J 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : L.Simon,AIA JOB NUMBER : DESCRIPTION : 969 NE 92 Street WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 60.0 FT2 MEAN ROOF HEIGHT = 15.5 FT Kh = 0.855 DISTANCE, Z = 15.5 FT Kz = 0.855 P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 DATE : 8/19/02 qh = 46.6 PSF qz = 46.6 PSF BUILDING WIDTH = 30.0 FT CORNER DISTANCE, a = 3.0 FT GABLE /HIP ROOF WIND LOADS e1" -ci ROOF AREA a 1 2 3 GCp ( +) 0.000 0.000 0.000 GCp ( -) -0.822 -2.200 -2.766 PRESSURE(psf) 8.4 8.4 8.4 VERT. COMP. 7.8 7.8 7.8 HORIZ. COMP. 3.2 3.2 3.2 SUCTION(psf) -46.7 -111.0 -137.4 VERT. COMP. -43.1 -102.5 -126.9 HORIZ. COMP. -18.0 -42.7 -52.9 a a a a 2 1 2 2 1 2 3 3 3 3 p3. 22 SAM LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : L.Simon,AIA JOB NUMBER : DESCRIPTION : 969 NE 92 Street WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 60.0 FT2 MEAN ROOF HEIGHT = 15.5 FT Kh = 0.855 DISTANCE, Z = 15.5 FT Kz = 0.855 DATE : 8/19/02 qh = 46.6 PSF qz = 46.6 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 30.0 FT CORNER DISTANCE, a = 3.0 FT WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 55.0 55.0 SUCTION (psf) -59.7 -73.7 Plivfiv 2 SAM LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : L.Simon,AIA JOB NUMBER : DESCRIPTION : 969 NE 92 Street WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 5.0 FT2 MEAN ROOF HEIGHT = 15.5 FT Kh = 0.855 DISTANCE, Z = 15.5 FT Kz = 0.855 a 4 b qh = 46.6 PSF qz = 46.6 PSF ... 14'e,AgP17 DATE : 8/19/02 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 86.5 FT CORNER DISTANCE, a = 6.2 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.986 0.986 GCp ( -) -1.086 -1.372 PRESSURE (psf) 54.4 54.4 SUCTION (psf) -59.1 -72.4 / SAM LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : L.Simon,AIA JOB NUMBER : DESCRIPTION : 969 NE 92 Street WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 15.5 FT Kh = 0.855 DISTANCE, Z = 15.5 FT Kz = 0.855 a 4 b DATE : 8/19/02 qh = 46.6 PSF qz = 46.6 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 86.5 FT CORNER DISTANCE, a = 6.2 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.947 0.947 GCp ( -) -1.047 -1.294 PRESSURE (psf) 52.6 52.6 SUCTION (psf) -57.2 -68.7 P » 22SAM LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : L.Simon,AIA JOB NUMBER : DESCRIPTION : 969 NE 92 Street WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7-98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 15.5 FT DISTANCE, Z = 15.5 FT Kh = 0.855 Kz = 0.855 a 4 b DATE : 8/19/02 qh = 46.6 PSF qz = 46.6 PSF /1702";4 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 86.5 FT CORNER DISTANCE, a = 6.2 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.894 0.894 GCp ( -) -0.994 -1.187 PRESSURE (psf) 50.1 50.1 SUCTION (psf) -54.7 -63.8 p1 LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : L.Simon,AIA JOB NUMBER : DESCRIPTION : 969 NE 92 Street WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = 15.5 FT DISTANCE, Z = 15.5 FT Kh = 0.855 Kz = 0.855 a 4 b DATE : 8/19/02 qh = 46.6 PSF qz = 46.6 PSF 7 oelPeo P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 86.5 FT CORNER DISTANCE, a = 6.2 FT flO `SAM LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : L.Simon,AIA JOB NUMBER : DESCRIPTION : 969 NE 92 Street WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** BUILDING DIMENSION NORMAL TO WIND DIRECTION = 86.5 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 30.0 FT MEAN ROOF HEIGHT = 15.5 FT Kh = 0.855 DISTANCE, Z = 15.5 FT Kz = 0.855 ROOF SLOPE = 5.00 : 12 (22.62 DEG) LOADS NORMAL TO RIDGE - WINDWARD : Cp = -0.25 P = -18.3 PSF, GCpi = 0.18 P = -1.6 PSF, GCpi = -0.18 : Cp = 0.25 P = 1.4 PSF, GCpi = 0.18 P = 18.2 PSF, GCpi = -0.18 LEEWARD : Cp = -0.60 P = -32.2 PSF, GCpi = 0.18 P = -15.4 PSF, GCpi = -0.18 PARALLEL TO RIDGE - 0 TO H/2 : Cp = -0.91 HORIZ. DISTANCE P -44.6 PSF, GCpi = 0.18 FROM WINDWARD EDGE P = -27.8 PSF, GCpi = -0.18 H/2 TO H : Cp = -0.89 P = -43.8 PSF, GCpi = 0.18 P = -27.0 PSF, GCpi = -0.18 H TO 2H : Cp = -0.51 P = -28.5 PSF, GCpi = 0.18 P = -11.7 PSF, GCpi = -0.18 > 2H : Cp = -0.31 P = -20.8 PSF, GCpi = 0.18 P = -4.0 PSF, GCpi = -0.18 Some of the above values may be reduced due to the applicable area. Refer to ASCE 7 -98 Figure 6 -3. Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. DATE : 8/19/02 qh = 46.6 PSF qz = 46.6 PSF a4 � J 322 -JA N CUSTOMER : L.Simon,AIA JOB NUMBER : DESCRIPTION : 969 NE 92 Street WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 BUILDING DIMENSION NORMAL TO WIND DIRECTION = 86.5 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 30.0 FT MEAN ROOF HEIGHT = 15.5 FT Kh = 0.855 DISTANCE, Z = 15.5 FT Kz = 0.855 ROOF SLOPE = 5.00 : 12 (22.62 DEG) WALL WIND LOADS P* /`Yi4 LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** WINDWARD WALL : Cp = 0.80 P = 23.3 PSF, GCpi = 0.18 P = 40.1 PSF, GCpi = -0.18 LEEWARD WALL : Cp = -0.50 P = -28.2 PSF, GCpi = 0.18 P = -11.4 PSF, GCpi = -0.18 SIDE WALLS . Cp P P = -0.70 = -36.1 PSF, GCpi = 0.18 = -19.4 PSF, GCpi = -0.18 Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. I4.441 / 535/ ?2 A A 4E 1 '2/7- c1 /l 141/44 ¢o", x 31 r s /' v aII . ldfd, 4° ; * / 070e/1 ,,O,Adtv4-: 1 ) &.0 � 3I 2 5 -4%01 0 %r :" - DATE : 8/19/02 qh = 46.6 PSF qz = 46.6 PSF 233 7 /. #� 7) 7 s a T 23.20 / 0/.410- 22 TABLE 2310.2A ALLOWABLE SHEAR (PLF) FOR HORIZONTAL WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND LOADING? Por SI: 1 in = 23.4 mm, 1 pif = 14.5939 N /In, Note: 1. Theso values are fur short -term loads from wind and must be !educed 25% for normal loading. 014(199009)00664300(1 CA502 0LOC9(01011' CASE) USED 111 1111►° - 1111111111. ` 11111111111: 111 Irlrlrl. larc NO MN MINI= MIL- 11111111i1� 11 'r4 POM PANEL JOINTS CASE9 1500 0.00401 IP •500 949.49 05E0 CONTIIIJ000 PANEL :ONTO FLORIDA BUILDING CODE — BUILDING BLOCKED nnetst090 OwL0000001ApIa *043 J Nall Spacing. gm) 4 41.P0m0 001144.14.. (.a ewe). N.11. .pwd. In. m....1 al :onlalueu. p.n.I .d0.. 1141 .BN le Wad (oene. 0 6 9) euppol4W Wq. .50.1.11 .dg.. ( 0 • •) 0 4 21)2 2 � PM 0000 MAO.. 00.WA1. 40,111 OI MO Op.d.. 110..1.1..* 1444..9.. 0.90 .4 A..040 StRIKIN4Y .TYL.M IINCT4AIION I Iu....1.11}.91 Co. NM'S OIJPe 94039 CONWON 44 1 TIICAN000 901)014 ull.. O. PadNl4. 9,0,1,...) M AC. P4L.Ala 0.4 On.) 19.1 /00100100 0 0 4 4 3 3 2 L4.4 6d 1 1 /9 or 2 185 250 375 420 155 125 Me 3 210 280 420 475 185 140 8d 1 3 /2 2 270 360 530 600 240 180 Slrucnua1 1 3 L0 400 600 675 265 200 Sheathing IOd 1943 12 /34 2 320 425 640 '130 285 215 3 560 480 720 320 240 Exp I or Pat 3 2 650 810 940 1,230 _D0 IOd Is /s 33 /33 4 2 755 980 4,080 1,410 a J 940 1 303 1375 1.810 14 go 3 2 600 600 840 900 1,040 1,200 Staples 2 22 /3 4 3 840 900 1,140 1,350 1,440 1,800 2. 471 225 335 380 150 110 6d 1 :/4 2 /16 3 190 250 380 L22.____125___ 2 165 250 375 _ 42C 165 125 C -D Shseddno, and other grades 2/e 3 210 280 420 47; 545 185 215 140 160 2 240 320 480 covered In PS 1 8d 1 3,1 270 360 540 240 180 eod PS 2. 1 /46 _3__ 2 255 340 505 ,610 575 230 170 3 28.5 380 570 645 255 198 2 270 360 530 600 240 180 15 /33 3 300 400 .600 675 265 200 2 290 385 575 655 255 190 15 /33 3 725 430 650 735 290 2 C -D Sheathing lOd L,„ 320 7 fi0 42 2 480 720 730 820 285 320 15 and other grades 3 2 645 870 935 1,225 coveted In PS 1 sshs 4 2 ;SO 980 1,075 1,395 and PS 2. 4 3 935 1 305 1390 1.510 14 ga 2 23 h2 3 2 600 600 820 900 1,020 1,200 209902 4 3 820 900 1,120 1,750 1,400 1,510 a T 23.20 / 0/.410- 22 TABLE 2310.2A ALLOWABLE SHEAR (PLF) FOR HORIZONTAL WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND LOADING? Por SI: 1 in = 23.4 mm, 1 pif = 14.5939 N /In, Note: 1. Theso values are fur short -term loads from wind and must be !educed 25% for normal loading. 014(199009)00664300(1 CA502 0LOC9(01011' CASE) USED 111 1111►° - 1111111111. ` 11111111111: 111 Irlrlrl. larc NO MN MINI= MIL- 11111111i1� 11 'r4 POM PANEL JOINTS CASE9 1500 0.00401 IP •500 949.49 05E0 CONTIIIJ000 PANEL :ONTO FLORIDA BUILDING CODE — BUILDING ( f, 3i)i7, 6X4 4 f) / ed:, Lieewe e 6/x2 J2249 2 r L %- // Z '"'_'�a it 4g rA . !x/2 F- (13 / S5) C�y d 7;11/2 /f 4 /2 z , .5, 2 /may®► ze 39 2r g 4°7 6 , i>9 ° `0# 7 m 41/91- `� 4101 �/ 10 (2z 2) ,L( ii ,l ° 6 .ep # 7727 2 1 7,7/9 ' ;7 , �� /4'74 4 .y el�5�'' Z y X/ 3 . 2x 49�®//, 33 _ °251 t .,rte' A- 2 3g = ' --� �� D 4 ,,� ,1;104.07 PRODUCT CODE GAUGC DIMENSIONS FASTENERS ALLOWABLE LOADS UPLIFT 133% H NAILS 10d 16d TAPO ( 4 0 5 700 755 TAPIR (4 (0 6 640 905 TAPI2 14 12 8 1055 1055 TAPI4 14 14 10 11. ._ 1055 T 16) 14 16 11 12 1055 1055 1055 1055 n 14 10 7AP20 14 20 13 1055 1055 TAP22 14 22 14 1055 1055 PRODUCT CODE GAUGE DIMENSIONS FASTENERS LATERAL LOADS H JOIST PLATE AI A2 TAPLI2 14 12 (6) 10dx1 1/2 595 000 TAPLI4 14 14 (6) 10dx1 1/2 595 000 C APLF6) 14 16 (6) IOdxl 1/2 E 1055 ALTERNATE FASTENING SCHEDULE FASTENER SCHEDULE UPLIFT 133% FASTENERS PER STRAP SIZE 5 7 9 11 (3 IOd 700 975 (255 3 5 (350 16d 755 (065 1350 1 0 t 1350 PRUDUCT CODE GAUGC DIMENSIONS FASTENERS ALLOVADt LOADS UPLIFT 133% 11 NAILS IOd 16d T AI'R20 14 0 5 700 755 IAPR 210 14 10 6 840 905 1APR212 14 12 8 1055 1055 I APR 214 14 14 10 1055 1055 I AI' R 216 14 16 11 1055 1055 TAPR2I0 14 10 12 (055 (055 I N'R220 14 20 (3 1055 1055 1 M'15222 14 22 .14 1055 1055 r. MI)C. rNr. LINE CJ 4 ' t TRUSS ANCHOR (TAP) RIVETED TRUSS ANCHOR (T APR) MINIMUM ICADCR THICKNESS IS 2'. MINIMUM EMBEDMENT IS 4'. H - 15 /IG MINIMUM HEADER THICKNESS IS 2'. MINIMUM EMBEDMENT IS 4•. GENERAL NOTES LATERAL TRUSS ANCHOR (TAPL) 1.) MINIMUM EMBEDMENT 1 .•: 2.) THE JOIST PLATE S MADE Or 18 GA S1 EEL 3.) IN ORDER TO USE LATERAL LOAD TABLE, 3 FASTENERS PER STRAP ARC NECESSARY. 1) INC APPROVED PRODUCTS SHALL BE MAD( or STEEL CONFORMING TO ASTM A653 STRUCTURE OUAL IIY GRAD( 33 (MIN YIELD 33KSI) AND A MINIMUM GALVANIZED COATING Or 060 PER AS1M 525. 2) FASTENERS ARC COMMON VIRC NAILS DR BOLTS IN SINGLE SHEAR AS SHOVN. AND NOTED ON C.ACH APPROVAL. 3) ALL 1NST ALLAT IONS SHALL DC DONC 114 ACCORDANCE v1111 THC MI NUFACTURCS INTTRUCl IONS. THIS NOT ICC nr ACCEPTANCE AND INC APPLICABLE SCCIIDNS OF INC SOU1H FLORIDA DUIL DING CODE. 4) ALLOVABLC LOADS ARC DASCO ON NATIONAL DESIGN SPCCIFICAT IONS FOR VO0D CONSTRUCTION 1997 CDI110N. FOR SOUTHERN PINE (SG•0.55) OR 851152 AND 1CS1 PCRFORMCD 114 ACCORDANCE WITH AS 114 0 -1761. 5) ALLOVABLC LOADS rol V(ND UPLIFT HAVE ALREADY 0(511 INCREASED BY A DURATION LOAD Or 33% AND NO FURTHER INCREASE IS ALLOVCD. PRODUCT RENEWEI ACCEPTANCE No. OZ.- 010 . O3 FX?IRATION DATFTDIbI 11 20 / 1 O 1LT CONTROL DIVISION 111 RLDINO CODE. COLIPIJANCB OFF1( a FOR OFFICE USE ArrSMG f.S CO14'10411 11;111 111E sour;l EIOFI 0 U . 200 DE MIL AU � ls�' ir!! BUIIDIIIG COGS CO;:CJ.i:c: CIf10E AcC NAIIC1 11o.Q / -09J 7.10 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE M3NTGOMERY MN 56069 WOOD CONNECTORS DATE. __O6i)IiaL DRAWING NUMBER) 1Ar -T APR -TAP} SHEET NUMBER. a Or 2, ao o THOMAS A. KOLDCN, P.C. CIVIL NUMBER FL1150099 amieK ,P1= 26) .47 _ 412.5/ 14 ,0/2 1= dam` SAI INTRASOFT: MASWALL - Masonry Wall Design Version 5.0 - 09/12/94 - C5.1 Copyright (C) 1986 -1994, INTRASOFT Inc., Boca Raton, FL 33432 (407) 394 -4257 User #940046 • SAM LYUBKIN P.E. HOLLYWOOD FL 33020 Input data filename: wall DATE: 8 -19 -2002 TIME: 13:39 :44 Job Title: WALL INPUT DATA GENERAL DATA BUILDING CODE Fm : MASONRY = Fs : REINFORCING = ELASTIC MODULUS = MODULAR RATIO = SPECIAL INSPECTION ? = YES SOLID GROUTED ? = NO WALL DATA TOTAL HEIGHT = 10.00 ft WALL THICK. = 8 in LOAD DATA UNIFORM DEAD LOAD = UNIFORM LIVE LOAD = UNIFORM LOAD ECC. = WIND LOAD SEISMIC FACTOR REINFORCEMENT DATA REBAR SIZE "#" = REBAR SPACING = AREA PER FOOT = REBAR PERCENTAGE = ANALYSIS RESULTS = ACI 530 -92 /ASCE 5 -92 1500 psi 24000 psi 1500 Ksi 19.33 425.00 plf 510.00 plf .00 in .55..00 psf .00 .077 in ^2 .17 % P/40 22 UNSUPPORTED HEIGHT = 10.00 ft EQUIV WALL THICK. = 4.60 in AXIAL DL @ T.O.W = AXIAL LL @ T.O.W = WALL WEIGHT REBAR LOCATION = CENTER DEPTH TO REINF = 3.75 .00 plf .00 plf 60.00 psf • v /Sv�22 ALLOWABLE STRESSES COLUMN . LOCAT AT TOP AT MIDHEIGHT 1 AT MIDHEIGHT 2 AT MIDHEIGHT AXIAL STRESS = BENDING STRESS: Masonry : Steel . End of MASWALL <VERTICAL LOADS> ««««< ACTING MOMENTS >>>>>>>» DEAD LIVE DEAD LIVE WIND SEISMIC LOAD LOAD LOAD LOAD LOAD LOAD (lbs) (lbs) (ib -in) (lb -.in) (lb -in) (lb -in) 425 725 LOAD CASE COLUMN LOCAT. Elapsed Time: 0 min 334 psi 499 psi 24000.psi 510 510 0 0 0 0 8250 0 « « « « «< LOAD .FACTORS » » » »>>•> DEAD LIVE WIND SEISMIC .LOAD LOAD LOAD LOAD 1 1 1 .00 1 1.0 «««« « ACTUAL STRESSES >>>>>>>>» COMBINED « BENDING » « BENDING » LOAD MOMENTS AXIAL MASONRY STEEL CASE (lb -in) (psi) (psi) a MAX (psi) o MAX .00 .00 « .COMBINED.STRESSES » ACTUAL ALLOW STATUS 8250 22 468 .94 31018 1.29 .982 1.33 GOOD 8250 13 468 .94 31018 1.29 .964 1.33 GOOD 0 sec fr — /21 7 -.8 y .2, tliv /2) .240:10 %��)ede .06° ' ° - /3 g9) /We P(5,-,v/7)74-Agi..e) /‘6.10°,27.4.m) 204teJ,a 0)(i/z)e 4400* )4 /2 --WgeP 1•5//,5 °A/ 7y 56' x/ ° 4 D 7 X 7%)'`1272= 4ove . 137 q 447 f..• % 6 - - 0)( 5 )- dz q2 >» Vg ' - I . - -� ‘-)(7 3 1' 2 ff ti MO' lotoir° ) i► /� ,8°944.41 'OA) . tize,4 n • otte- z,~ 140 /4n12 )4 " APP. ■ /6- --- d26.4'daA04/1, i keord d Afr. 140:09,A eel / f / 7 ,25� c i=7 Alg .9',_5274/7207) 70--- /2-x5.0i, 4, { if x' sI 02 // /2,00: poet .57,6? ?c/;fp) /2,07,4voly =-40,09gepeav e .,,A1, Tiy N/A/ .1x3,.etc )41)Zez34)- '` 4% 3 , 2 ( — 4 l,4zy xl 1 / /2 / *', 7 ■ /7 /3/k/ �� F��s . C goi d Yi g /4 / 6 A ' `X6 .// 527 . 1,5• 1- ed° "'Ong, WINGERTER LABORATORIES INC. Engineering ?sting and Inspection Service Established 1949 Mr. Mike Myer 230 NE 102n Street Miami Shores, Florida 33132 RE: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Proposed Single Family Residence 969 NE 92 " Street, Miami Shores, Florida. WLI Order No: 02 -1380 Dear Mr. Myer: f2 June 12, 2002 Wingerter Laboratories, Inc. (WLI) is pleased to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. These services were performed in general accordance with the scope of services outlined in our Professional Services Agreement dated June 3, 2002. This report presents our geotechnical engineering Evaluation for the proposed construction together with the field data. The purpose of this exploration was to obtain specific subsurface data in order to determine the allowable soil bearing capacity together with the estimated settlements for the subject area. It is our understanding that the proposed project will consist of the construction of a new, one (1) story single family residence, with an estimated ground floor footprint of 2,100 square feet. At the time of our exploration, the subject site was found to consist of a vacant property, approximately 50 feet wide by 140 feet deep, vegetated only by short grass. The site was observed to have a relatively flat topography, with surface elevations observed to be approximately the same as the crown elevation of the adjacent roadway. Two (2) Standard Penetration Test Borings, conforming to the requirements of ASTM D 1586, were performed at the site on June 7, 2002. Please see Appendix A for our Report of Test Boring Numbers B -1 and B -2 for detailed description of the materials encountered and the depth intervals at which they were encountered. The test locations are shown in Appendix B of this report. .1820 N.E. 144th St. • P.O. Box 611450 • North Miami, FL 33261-1450 • (305) 944 -3401 • 1- 800 - 345 -SOIL • Fax: (305) 949 -8698 Broward: (954) 764 -0472 • Dispatch Fax: (305) 949 -1328 STEEL - CEMENT • CONCRETE • PAVEMENT INSPECTIONS • TEST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate # F -614 Mr. Mike Myer Order No. 02 -1380 Page 2 / The number, location and depth of the test borings were determined by WLI, taking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions, opinions and reconunendations contained in this report are based upon the conditions revealed in the referenced test borings. A review of the test boring logs indicates that the subject site is underlain by an initial layer of loose to medium dense, dark colored sands with small traces of roots, rock fragments and concrete debris present in the first 2 feet of depth. Beneath this surficial layer, generally loose to medium dense, light colored sands with some traces of fragmented rock fill were encountered extending to a depth of 6 feet, underlain by a soft to medium dense, native limestone rock formation which was encountered extending throughout the maximum explored depth of 15 feet. Test boring number B -2, performed near the northwest corner of the property, revealed the presence of some buried concrete debris between the depths of 5 to 6 feet. The ground water level at the time of our investigation was encountered at a depth of 7 feet below the existing land surface. Fluctuations in the ground water level should be expected due to seasonal climatic changes, tidal action, rainfall variation, surface runoff, construction activity and other site specific factors. The test borings performed indicate that the subject site is underlain by somewhat loose, but generally suitable surficial soils underlain by a competent rock formation. Evaluation of the subsurface data obtained from the boring logs, using accepted geotechnical engineering criteria, indicates that the existing surficial soils present at the site, once they are properly compacted and densified, can provide adequate support for the proposed single family residence if supported upon shallow spread footings proportioned for a maximum allowable soil bearing ca acity of 2,500 pounds per square foot. The presence of buried concrete debris as revealed by test boring B -2 creates some concerns. We believe that these materials consist of debris leftover from a demolition of a previous building which may had occupied the property in the past. Some of this debris may had been inadvertently used to backfill an abandoned underground structure (septic tank, foundation, etc.). We recommend that prior to construction of foundations, that some test pits be excavated in the area of B -2 in order to confirm the extent of such buried debris and determine if removal will be required. The area of the proposed residence shall be cleared and grubbed to remove all vegetation, topsoil and debris. The cleared surface area shall be compacted by means of a self propelled vibratory roller, with a minimum dynamic drum force of 20 tons, making at least 10 overlapping passes throughout the entire area or until a minimum relative compaction of 95 % as compared to the "Modified Proctor Test" (ASTM D -1557) is achieved. Any additional fill material required to raise the area to its final bottom of slab elevation shall be placed in 12- inch loose lifts, and each lift compacted to 95 % minimum relative compaction as compared to the "Modified Proctor Test" (ASTM D- 1557). Mr. Mike Myer Order No. 02 -1380 Page 3 Bottom of footings shall be placed at a minimum depth o feet below the final grade. Footings shall have a minimum width °Clinches for square or rectangular footings, and a minimum width o 18 inches for continuous footin s. Soils at the bottom of footing excavations and beneath the slabs shall be compacted to 95% minimu ; relative compaction prior to placement of reinforcing steel or concrete. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechnical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases of the proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. INVESTIGATIVE PROCEDURES Test borings were staked in the field by WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, but no degree of accuracy is stated or implied. Soil samples will be retained by WLI for a period of 30 days oniy unless specifically requested otherwise by the client. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assuine responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 utilizing a 2 -foot long, 2 -inch diameter split spoon sampler which is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: P2/0 � 2 g k2°) / V ?' • tY ' 2- r° 7Y ,d °///A 250 y 3 ik 57 ; .z4 - f 2*6 7- , e s 3e0v,=. " 777 r. 2 ''Z. t / ,, r /4/ - 0 4- 4,- - <319 W-" fi g i -41 Z4-1,-5,),-243) „$5— /1/ 2 >> 6 0/Z —14r /5; 3dy, f. 2 i • G , � i 6v' #3'/2 f = 36 ksi COLUMNS Standard steel pipe Allowable concentric loads in kips Nominal Dia. 12 10 8 6 5 4 3 3 Wall Thickness 0.375 0.365 0.322 0.280 0.258 0.237 0.226 0.216 Weight per Foot 49.56 40.48 28.55 18.97 14.62 10.79 9.11 7.58 Fy 36 ksi 9 /gyration • 0 e. co at o 315 303 301 299 296 293 291 257 246 243 241 238 235 _232 _ 181 171 168 166 163 161 158 121 110 108 106 103 101 98 93 83 81 78 76 73 71 68 59 57 54. 52 49 46 58 48 46 44 41 38 0 48 38 36 34 31 28 25 i • G , � i 6v' #3'/2 • peRM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: MIKE MEYER Address: 969 NE 92 STREET City, State: MIAMI SHORES, FL Owner: MIKE MEYER Climate Zone: South 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi- family. 4. Number of Bedrooms • 5. Is this a worst case? 6. Conditioned floor area (11 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab-On -Grade Edge In.Q b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior b. Concrete, Int lust', Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A New Single family _ 1 3 No 1746.3 ft 370.711 _ 0.0 ft 0.0 ft 0.011 R =0.0, 191.0(p) ft _ R =11.0, 132.7 ft' _ R =3.0, 1214.0 ft R =19.0, 1746.3 ft _ Sup. R=6.0, 50.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot na a. Electric b. N/A 1St s c. ..: :� (HR- DHP- l • tect 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, BF-Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ-H- Multi zone heating) Cap: 36.0 kBtu/hr _ SEER 14.00 Cap: 36.0 kBtu/hr COP: 1.00 Cap: 50.0 gallons _• EF: 0.88 Glass/Floor Area: Total as -built points: 26111 Total base points: 28401 I hereby certify that the by this calculation ar Energy Code. PREPARED =Y DATE: 9 DATE: d specifications covered with the Florida hereby ce fy at this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: Builder: Permitting Office: Permit Number: Jurisdiction Number: OWNER MIAMI SHORES 232600 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. .1 BUILDING OFFICIAL: fr (1) DATE: 1 4.1c I- • 1 BASE GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area .18 1746.3 32.50 10215.9 WALL TYPES Area X BSPM = Points Adjacent 0.0 0.00 0.0 Exterior 1346.7 2.70 3636.1 Base Total: 1346.7 3636.1 DOOR TYPES Area X BSPM = Points Adjacent 0.0 0.00 0.0 Exterior 43.0 6.40 275.2 Base Total: 43 275.2 CEILING TYPES Area X BSPM = Points Under Attic Base Total: 1746.3 2.80 4889.6 1746.3 4889.6 FLOOR TYPES Area X BSPM = Points Slab 191.0(p) -20.0 - 3820.0 Raised 0.0 0.00 0.0 Base Total: 4820.0 INFILTRATION Area X BSPM = Points 1746.3 18.79 32813.0 1 AS -BUILT 1 Type /SC Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: Overhang Ornt Len Hgt Area X SPM X SOF = Points N 9.0 7.0 53.4 33.94 0.68 1238.9 N 3.0 4.0 9.0 33.94 0.76 233.7 W 2.0 7.0 26.8 65.53 0.89 1569.0 W 2.0 6.0 45.0 65.53 0.86 2533.4 W 2.0 4.0 9.0 65.53 0.75 442.1 S 2.0 4.0 9.0 62.19 0.67 376.7 S 2.0 7.0 26.3 62.19 0.84 1372.8 E 17.0 9.0 40.0 73.03 0.41 1186.7 E 2.0 5.0 125.7 73.03 0.81 7421.8 E 2.0 5.0 132 73.03 0.81 779.4 E 2.0 7.0 13.3 73.03 0.89 866.8 370.7 18021.3 Type R -Value Area X SPM = Points Frame, Wood, Exterior Concrete, Int Insul, Exterior As -Built Total: 11.0 132.7 2.70 358.3 3.0 1214.0 2.70 3277.8 1346.7 3636.1 Type Area X SPM = Points Exterior Wood 21.0 9.40 197.4 Exterior Wood 22.0 9.40 206.8 As -Built Total: 43.0 404.2 Type R -Value Area X SPM X SCM = Points Under Attic As -Built Total: 19.0 1746.3 3.72 X 1.00 64962 1746.3 6496.2 Type R -Value Area X SPM = Points Slab -On -Grade Edge Insulation As -Built Total: 0.0 191.0(p -20.00 - 3820.0 191.0 4820.0 Area X SPM = Points 1746.3 18.79 32813.0 ARM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 969 NE 92 STREET, MIAMI SHORES, FL, PERMIT #: 4 AM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 969 NE 92 STREET, MIAMI SHORES, FL, PERMIT #: BASE Summer Base Points: 48009.8 Total Summer X System = Cooling Points Multiplier Points 48009.8 0.4266 20481.0 AS -BUILT Summer As -Built Points: 57550.8 Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 57550.8 1.000 (1.067 x 1.165 x 0.90) 0.244 1.000 15682.3 57550.8 1.00 1.119 0.244 1.000 15682.3 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 969 NE 92 STREET, MIAMI SHORES, FL, PERMIT #: BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Point .18 1746.3 2.36 741.8 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear N 9.0 7.0 N 3.0 4.0 W 2.0 7.0 W 2.0 6.0 W 2.0 4.0 S 2.0 4.0 S 2.0 7.0 53.4 9.0 26.8 45.0 9.0 9.0 26.3 4.91 0.96 4.91 0.97 4.47 1.00 4.47 1.00 4.47 1.01 3.55 1.13 3.55 1.03 252.1 43.0 119.6 201.1 40.5 36.1 96.1 Single, Clear E 17.0 9.0 40.0 3.76 1.22 182.8 Single, Clear E 2.0 5.0 125.7 3.76 1.04 489.4 Single, Clear E 2.0 5.0 13.2 3.76 1.04 51.4 Single, Clear E 2.0 7.0 13.3 3.76 1.02 512 As-Buttt Total: 370.7 1563.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 11.0 132.7 0.60 79.6 Exterior 1346.7 0.60 808.0 Concrete, Int Insul, Exterior 3.0 1214.0 1.20 1456.8 Base Total: 1346.7 808.0 As -Built Total: 1346.7 1536.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 2.80 58.8 Exterior 43.0 1.80 77.4 Exterior Wood 22.0 2.80 61.6 Base Total: 43.0 77.4 As -Built Total: 43.0 120.4 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1746.3 0.10 174.6 Under Attic - 19.0 1746.3 0.14 X 1.00 244 Base Total: 1746.3 174.6 • As -Built Total: 1746.3 2 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Pr Slab 191.0(p) -2.1 -401.1 Slab -On -Grade Edge Insulation 0.0 191.0(p -2.10 Raised 0.0 0.00 0.0 Base Total: -401.1 As -Built Total: 191.0 INFILTRATION Area X BWPM = Points Area X WPM 1746.3 -0.06 -104.8 1746.3 -0.06 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 969 NE 92 STREET, MIAMI SHORES, FL, PERMIT #: CM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 969 NE 92 STREET, MIAMI SHORES, FL, PERMIT #: 1 BASE AS -BUILT Winter Base Points: 1296.0 Winter As -Built Points: 2958.7 Total Winter X System Points Multiplier = Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 1296.0 0.6274 813.1 2958.7 1.000 (1.085x 1.137 x 0.91) 1.000 1.000 2958.7 1.00 1.123 1.000 1.000 3321.4 3321.4 CM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 969 NE 92 STREET, MIAMI SHORES, FL, PERMIT #: 1 RM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 969 NE 92 STREET, MIAMI SHORES, FL, PERMIT #: PASS BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 AS -BUILT 7107.0 50.0 0.88 As -Built Total: Cooling Points + Heating Points + Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 20481 813 7107 28401 15682 3321 7107 26111 RM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 969 NE 92 STREET, MIAMI SHORES, FL, PERMIT #: PASS BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 50.0 0.88 As -Built Total: 3 1.00 2369.00 1.00 7107.0 7107.0 RM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 969 NE 92 STREET, MIAMI SHORES, FL, PERMIT #: PASS M 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 969 NE 92 STREET, MIAMI SHORES, FL, PERMIT #: 1 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls Floors Ceilings Recessed Lighting Fixtures Multi-story Houses Additional Infiltration reqts SECTION 806.1.ABC.1.2.2 606.1 ABC.1.2.3 606.1.ABC.1.2.4 606.1.ABC.12.5 606.1 ABC.1.3 REQUIREMENTS FOR EACH PRACTICE 606.1.ABC.1.1 _ Maximum :.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. 606.1.ABC.12.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wail; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between was and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. SECTION ,/ COMPONENTS Water Heaters Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls Insulation 612.1 612.1 612.1 REQUIREMENTS Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at BO PSIG. CHECK 610.1 AU ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. 607.1 604.1, 602.1 Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. ALL SOUTH SURVEYORS, INC. PROFESSIONAL LAND SURVEYORS & MAPPERS and LAND PLANNERS MAIL TO: P.O. BOX 55 -7580 MIAMI, FLORIDA 33255 MAP OF VACANT SITE BOUNDARY SURVEY FOR: SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 7 AT PAGE 54 , MIAMI-DADE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: LOT 3 , SUBDIVISION AMENDED PLAT OF GOLDEN GATE PARK , ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NUMBER 7 AT PAGE NUMBER 54 IN THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. CERTIFIED TO & FOR: MICHAEL MEYER 969 N.E. 9f STREET MIAMI SHORES, FLORIDA 33138 CERTIFIED TO: MICHAEL MEYER LAWRENCE SIMON, ARCHITECT FIELD DATE: JUNE 4, 2002 (VACANT SIIE1 . REVSION: SEPTEMBER 6, 2002 . (ADDED DETAIL INFORMATION) RECERTIFIED: N/A . PHONE (305) 553 -1410 FAX (305) 553 -9903 9245 S.W. 44 STREET, MIAMI, FL 33165 ACCURACY: THE EXTECTED USE OF THE LAND: AS CLASSIFIED IN THE MINI.MUM TECHNICAL STANDARDS (61GI7 -6 FAC). IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY ME.ASLRENIENT WITH A SOKKIA THEODILITE AND A SOKKIA 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. DATA SOURCES: THE DESCRIPTION WAS FURNISHED BY THE CLIENT. MICHAEL MEYER AND LAWRENCE SIMON, ARCHITECT. EASEMENTS: THE RECORD PLAT SHOWS NO UTILITY EASEMENTS. UTILITY SERVICES ARE PROVIDED ALONG THE DEDICATED RIGHT OF WAY, N.E. 92 STREET, ON THE SOUTH (FRONT) AND AN ALLEY IN AN ADJACENT PLAT TO THE NORTH (REAR). BOUNDARY INCONSISTENCIES: NONE WERE NOTED BY MEASUREMENT OR CALCULATION. REPORT OF VACANT SITE BOUNDARY SURVEY LANDS DESCRIBED N PLAT BOOK 7 AT PAGE 54 MIAMI -DADE COUNTY, FLORIDA . DATED: JUNE 4, 2002 . SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060. (STATE OF FLORIDA) LB 0004979 SIGNED: SURVEY NOTES NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. SHEET 1 OF 2 SURVEY NUMBER: 02 -06 -045 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL FOR RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED .INSTRUMENTS OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED N THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIGHTS OF WAY OF RECORD. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL. NOR DOES THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FROM THE ASSUMED MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THEREON IF SAID DESCRIPTION IS A METES AND BOUNDS AND /OR A FRACTIONAL DESCRIPTION THE BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE LINES ARE SHOWN ON THE LOCATION SKETCH. 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 J DATED 3 -2 -94 . NDEX DATE 7 -17 -95 . COMMUNITY NO. 120652 NATIONAL FLOOD INSURANCE PROGRAM DELINEATES THE HEREIN DESCRIBED LAND TO BE WITHIN ZONE "X" . ELEVATION N/A FEET. THIS IS NOT A SPECIAL FLOOD HAZARD ZONE. 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH TIE VIIMMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT TO CHAPTER61G17 -6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE REQUIREMENTS OF 'lTHE FLORIDA LAND 1111.E ASSOCIATION. 9. ELEVATIONS APPEAR AS: e2 .9.70 . 10. THE BENCH MARK USED WAS: MIAMI-DADE COUNTY REFERENCE BENCH MARK. 11. THE OWNERSHIP OF THE FENCES AND /OR WALLS AS SHOWN HEREON WAS NOT DETERMINED. 12. PRIOR TO DESIGN AND /OR CONSTRUCTION THE PROPER MUNICIPAL APPROVALS MUST BE OBTAINED. THE APPROPRIATE SETBACK AND ZONING REQUIREMENTS MUST BE FOLLOWED. 13. NOTIFY ALL UTILITY SERVICE PROVIDERS 72 HOURS PRIOR TO EXCAVATION AND /OR CONSTRUCTION. ALL SOUTH SURVEYORS, INC. PROFESSIONAL LAND SURVEYORS & MAPPERS =I LAND PLANNERS MAIL TO: PHONE (305 )553 -1310 P.O. SOX SS -7580 FAX (305)553 -9903 MIAMI, FLORIDA 33255 MS 9.W. sm STREET. MATdi. ti /310 LOCATED LN: VILLAGE OF MIAMI SHORES MIAMI -DADE COUNTY, FLORIDA . SITE DETAILS SCALE: 1 INCH = 20 FEET SCALE: 1 LNCH = 80 FEET 528.0' I 50' 50' 7 50' - 1 - 50' 50' 0 9 10 O 11 8 L 5 12 7 LOCATION SKETCH 13 6 14 5 1 __L__L' 0 _J__.1 MAP OF BOUNDARY SURVEY FOR: o (GOLDEN GATE DRIVE —PLAT) N.E. 92nd SEE THE MAP OF BOUNDARY SURVEY. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGLVAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER THIS SURVEY AS PROVIDED ON ELECTRONIC MEDIA IS NOT COMPLETE WITH OUT THIS ORIGLNAL, SIGNED AND SEALED HARD COPY OF THIS MAP OF SURVEY. 4 15 16 ■ ■ s 2 50'1_ 63' — 57) , M I I 50' T - -r- 50' T 63' 50' 103' X25' STREET 17 N LEGEND A . ARCH LENGTH A • RADIUS T • TANGENT C -CHORD D • DELTA (CENTRAL ANGLE) MEAS • MEASURED CALC• CALCULATED PCP • PERMANI TT CONTROL POINT PRM - PERMANENT REFERENCE MONUMENT PC . POINT OP CURVE RW RTOHT OF WAY BM - BENCH MARK END IP • FOUND IRON PIPE CLR -CLEAR CSP - CHAL+T LINK FENCE TYPE - TYPICAL (FOR SEVERAL) N/I • NAB. & TAB P.O.B. - POINT OF BEG N NNO P.O.C. LOST OF COVTMENCE,1DT CM • CONCRETE MONUMENT SAN SWR - SANITARY SEWER W/M - WATER MAN GT - GREASE TRAP BM - BENCH MARK PWR TRAM • POWER TRANSFORMER WV - WATER VALVE WM - WATER ME/ ER Par- POWER B TEIE LLNIST MH • MANHOLE LID CB - CATCH BASN CO . CLEAN .OUT COVER CBS - CONCRETE BLOCK STRUCTL•RE CIP • CONCRETE uoHT POLE CONC. - CONCRETE PPL - FIARIDA POWER & UGH( E7. - ELEVATION BASED COI 1929NOVD FND R • FOLND IRON ROD ENCRO - ENCROACHR NT WMF - WIRE MESH FENCE DH • DRILL HOTS N.D - NAIL & DRX CTY MON • COUNTY MONUMENT PKO SP• PA ILIUM SPACE HYD - FIRE HYDRANT HC PKO - HAD:CAP PARKNO L'E . UTILITY EASEMENT (LTII. FART) 1 1, 18 50' I 103' 4. I q 0, J 2 0 FND 1/2" I.P. (No ID) 'J� 4 \ O 7 0 0 FND 1/2" I.P. (No ID) 15 FOOT ALLEY — — 11 FEET ASPHALT PAVING 0) w z J 0 o Ce v a- ce Q a J W J O OU J LL N In W PWI2 °` POLE I Q `�eEe ILn 6' WALL - ENCRO 0.4' , / 5 0.0 0' 0, WALL CLR 0.30' 50.00' ce J U SHEET NUMBER 2 OF 2 SURVEY NUMBER: 02 - 06 - 045 FND 1/2" I.P. (No ID) -9e J� < ,Q , V o / FND 1/2" I.P. (No ID) i t 92nd �� a � � STREET FND 5000' I ND CUT 50.00 FND 5 NAI L / , A / A I L NAIL coV 50 F0OT° R/W — — 14 FEET ASPHALT PAVING 00 FND NAIL ALL SOUTH SURVEYORS, INC. PROFESSIONAL LAND SURVEYORS & MAPPERS xsd LAND PLANNERS MAIL TO: PHONE (305)553 -1410 P.O. BOX 55 -7580 FAX (305)553 -9903 MIAMI, FLORIDA 33255 9217 9.W. IAA STREET. AELA49. FL 11113 LOCATED LN: VILLAGE OF MIAMI SHORES MIAMI -DADE COUNTY, FLORIDA . SITE DETAILS SCALE: 1 INCH = 20 FEET 528.0' r 50' 50 m 50' 7 50' 9 8 L_ °' I __L__L_ _ I o (GOLDEN GATE DRIVE -PLAT) N.E. 92nd - I 50 i I 5 °' I -r- I 50' I 63' 10 11 12 7 13 6 L ® ®_ __L— LOCATION SKETCH SCALE: 1 INCH = 80 FEET 14 5 MAP OF BOUNDARY SURVEY FOR: SEE THE MAP OF BOL'NDARY SURVEY. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER THIS SURVEY .AS PROVIDED ON ELECTRONIC MEDIA IS NOT COMPLETE WITH OLT THIS ORIGINAL, SIGNED AND SEALED HARD COPY OF THIS MAP OF SURVEY. 4 15 16 w STREET N ■ ■ s 17 LEGEND A - ARCH LE1Qm14 R. RADRE T • TANGENT C -CHORD D - DELTA (CENTRAL ANGLE) MFRS - MEASURED CALC- CALCULATED PCP - PER.MA_ ENT CONTROL POUT PRM • PERMANENT REFERS/ CE MONUMENT PC - POINT CP CURVE RN9 RIOHT OT WAY BM- BENCH MARK PNn IP - FOLD 1807 F@E CLR • CLEAR CU - CHAN LINK FENCE TYPE • TYPICAL (FOR SEVERAL) NIT • NAR. & TAB P.O.B. • PO NT 07 BE CENN1VG P.O.C. PONT 07 COMMENCEMET CM - CONCRETE MONUMENT SAN SWR - SANTTARY SEVER WIM WATER MALY GT - GREASE TRAP BM - BENCH MARK PWR TRAN - POWER TRANSFORMER WV . WATER VALVE WM . WATER METER P T - POWER G TELE LIVES MH - MAN'HOIE LID CB • CATCH BASIN CO • CLEAN -OUT COVER CBS • CONCRETE BLOCK STRUCTURE CIP . CONCRETE LIGHT POLE CONC. - CONCRETE FPL - FLORIDA POWER & WOHT EL. ELEVATION BASED ON I929NOVD PHD R - POUND IRON ROD ENCRO - ENCROACHMENT WMP - WIRE MESH FENCE DH • DRILL HOLE ND - NAIL & DiSK CTY MON - COUMY MONUMENT PKO SP - PARKING SPACE HYD . FIRE HYDRANT HC PKO- HA`THCAP PARKING UE . LTTLTTY EASEMPNT (UM MIT) 50' 1 103' X25' 1 2 ▪ 1 c I moo Q 50' I 63' / 18 w_ 3C 1 2 0 . ± 5 0 ' L 25 FND 1 /2" I.P. (No ID) V / 4 FND 50 NAIL 50 F00 O O FND 1 /2" I.P. (No ID) 15 FOOT ALLEY - - 11 FEET ASPHALT PAVING w Z J Z o E w o Ci O a- a 50.00'�� WALL CLR 0.30' 50.00' Wb PWR POLE I 0 ILri 92nc 6' WALL — ENCRO 0.4' 0 - J U SHEET NUMBER 2 OF 2 SURVEY NUMBER: 02 -06 -045 FND 1 /2" I.P. (No ID) ( O J 0 FND 1 /2" I.P. (No ID) STREET c). 90 50.00' FND 5 . 00 / A / AIL NAIL NAIL Tom• R/W — — 14 FEET ASPHALT PAVING ALL SOUTH SURVEYORS, INC. PROFESSIONAL LAND SURVEYORS & MAPPERS and LAND PLANNERS MAIL TO: PHONE (305) 553 -1410 P.O. BOX 55 -7580 FAX (305) 553 -9903 MIAMI, FLORIDA 33255 9245 S.W. 44 th STREET, MIAMI, FL 33165 N1 AP OF VACANT SITE BOUNDARY SURVEY FOR: SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 7 AT PAGE 54 , MIAMI -DADE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: LOT 3 , SUBDIVISION AMENDED PLAT OF GOLDEN GATE PARK , ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NUMBER 7 AT PAGE NUMBER 54 IN THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. CERTIFIED TO & FOR: MICHAEL MEYER 969 N.E. 92" STREET MIAMI SHORES, FLORIDA 33138 CERTIFIED TO: MICHAEL MEYER LAWRENCE SIMON, ARCHITECT FIELD DATE: JUNE 4, 2002 (VACANT SITE) . REVSION: SEPTEMBER 6, 2002 . (ADDED DETAIL INFORMATION) RECERTIFIED: N/A . ACCURACY: THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MLNLMLM TECHNICAL STANDARDS (61G17-6 FAC). IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA THEODILITE AND A SOKKIA 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. DATA SOURCES: THE DESCRIPTION WAS FURNISHED BY THE CLIENT. MICHAEL MEYER AND LAWRENCE SIMON. ARCHITECT. EASEMENTS: THE RECORD PLAT SHOWS NO UTILITY EASEMENTS. UTILITY SERVICES ARE PROVIDED ALONG THE DEDICATED RIGHT OF WAY, N.E. 92 STREET, ON THE SOUTH (FRONT) AND AN ALLEY IN AN ADJACENT PLAT TO THE NORTH (REAR). BOUNDARY INCONSISTENCIES: NONE WERE NOTED BY MEASUREMENT OR CALCULATION. REPORT OF VACANT SITE BOUNDARY SURVEY LANDS DESCRIBED IN PLAT BOOK 7 AT PAGE 54 MIAMI-DADE COUNTY, FLORIDA . DATED: JUNE 4, 2002 . SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060. (STATE OF FLORIDA) LB 0004979 SIGNED: SURVEY NUMBER: 02 -06 -045 SURVEY NOTES SHEET 1 OF 2 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL FOR RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED .INSTRUMENTS OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AMID /OR RIGHTS OF WAY OF RECORD. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY TILT ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CER 111-Y THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FROM THE ASSUMED MERIDIAN ON TI-LT RECORDED PLAT; THE LEGAL DESCRIPTION THEREON IF SAID DESCRIPTION IS A METES AND BOUNDS AND /OR A FRACTIONAL DESCRIPTION THE BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE LINES ARE SHOWN ON THE LOCATION SKETCH. 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 J DATED 3 -2 -94 . NDEX DATE 7 -17 -95 _ COMMUNITY NO. 120652 NATIONAL FLOOD INSURANCE PROGRAM DEL iNEATES THE HEREIN DESCRIBED LAND TO BE WTCHI.N ZONE "X" . ELEVATION N/A FEET. THIS IS NOT A SPECIAL FLOOD HAZARD ZONE. 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT TO CHAPTER61G17 -6 FLORIDA ADMINISTRATIVE CODE AND MEETS TI-E REQUIREMENTS OF THE FLORIDA LAND 111LE ASSOCIATION. 9. ELEVATIONS APPEAR AS: g3 9.70 . 10. THE BENCH MARK USED WAS: MIAMI -DADE COUNTY REFERENCE BENCH MARK. 11. THE OWNERSHIP OF THE FENCES AND /OR WALLS AS SHOWN HEREON WAS NOT DETERMINED. 12. PRIOR TO DESIGN AND /OR CONSTRUCTION THE PROPER NIU ICIPAL APPROVALS MUST BE OBTAINED. THE APPROPRIATE SETBACK AND ZONING REQUIREMENTS MUST BE FOLLOWED. 13. NOTIFY ALL UTILITY SERVICE PROVIDERS 72 HOURS PRIOR TO EXCAVATION AND /OR CONSTRUCTION. FEDEILAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE bupo,tant: Read the Instructions on pages 1 - A - PROPERTY OWNER INFORMATION BUILDING GINNER'S NAME MI CHAEL MEYER N/ a �nn.'a , - aiirei wi�ia MI tpq pp BUILDING STREET ADDRESS Including Apr., U.0 Suite, end/o Otdy. No.) OR P.O. ROUTE AND BOX No. 969 N.E. 92ND STREET MIAMI SHORES, STATE FL OR I DA 33138 zrP caoE t'RAPEr D IO s T Ling rid k rJunrGer6 f ax Packe IJUrr Le II e t) r1 etc. LOT 3, iTY A IE I��. L.� 0`GOLUEf� GATE PAR r, PG 5�4, MIAMI -DADE COUNTY BUILDI(1Q $F� ,p , 4e Itlentiei. I�grd esWxnllal, Addlllan, Acceee4rq, etc. Use Comments section it necessary.) IA (OPTIONAL) ( - it" - llikiht" or t►M.frtl ir) HORIZONTAL DATUM: NAP 1921 q HAD IOBa T ADDRESS S J. 44TH STREET SIGNATURE /41 G.M.D. No. 3007-0077 Expires July 31, 2002 SOURCE: I OP$ (Type): t _i USOS Qued Map ,,J1Other SECTION 13 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION DI. NFIP COMMUNlI AME G[3MMUN1 rY NUMBER I 02, COUNTY NAME LMIAMI SHORES 120652 MIAMI -DADE St MAP AND PANEL, 135. SUFFIX. 06. FIRM INDEX 07. FIRM PANEL B8. FLOOD NUMBER DATE EPFECtIIE/REVISED DATE ZONES) 0093 J 7 -17-95 Z-17-95(3-2-94) B3. STATE LORIDA 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Bg. )_J PIS Profile FIRM 1—I Community Determined IJ Other (Describe): S11. Indicate the elevation datum used ON the I3f=E to 139: Ili NGVO 1929 iI NAVD 1908 Li Other (Describe): 012. Is the beading located In o Coastal Gantlet Resources System (con igloo or Otherwlee Protected Ares (OPA)? LJI Yee F No Designation Date: N/A Ira ►I I , FL OR IJ TE 130. BASE FLOob t L VATLON (Zeno AO. use depth cf 1Berlin SECTION C - BUILOINQ ELEVATION INFORMATION SURVEY REQUIRED) C1, Building elevations are based on :jConettuction Drewinge" I_Ieullding Under Construction° *Anew Elevation Certificate will be required wh911 construction of the building is complete. CZ. uildtrrg Diagram Number 1 (Select the building diagram most similar to the building for which this certificate la being completed © )Sager) 8 and 7. if no dtagranl accurately represonta the trirtlding, provide a sketch or photograph.) C3. Elevations – Zones A1 AE, AH, A (with BFE), VE, Vi - V30, V (wIth BFE), AR, AR /A, AR /AE, ARIA1. A3U, AR/AH, ARIAO Complete Items C3a below according to the building diagram specified to Item C2, State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the OPE. Show field measurements and datum conversion calculation. Use the space provided or the Comments ewe of Section U or Section G, as appropriate, to document the datum ccm'erek Datum {1t (i V 11 Conversion /Comrriarlts NONE L JFlntahed Construction Elevation reference mark used M - D C T Y Does the elevation reference mark used appear on the FIRMS L_ I Yea Itg i O u) Top of bottom floor (tneluding basement or enc(osureP R 0 P 0 S F D ) 3 ...all ft -(m) 1 LI b) Top of next higher floor PROPOSED 12...Q.Q R.(rn) ! ALL SOUTH S O R V E Y O V c) Slattern of lowest horizontal structural member (V zones only) N/A R.(m) CI d) Attachedgarage(top PROPOSED 11.Eft.(m) 1 SEPTEMBER 11, 2002 t3 e) Lowest elevation of machine'y and/or equipment eervtctng the building PROPOSED .11.,.QQR.(irt) STATE OF FLORIDA O f) Lowest adjacent grade (LAG) PROPOSED ] .JL fl.(rn) z ; PLS NO . 1060 O g) Highest adjacent grade (HAG) PROPOSED 1 U..',,,. f1.(m) o h) IVo. of permanent openings (flood vents) within 1 ft. above adjacent grade N/4 .. O I) Total area of off permanent openings (flood vents) In C3h N / A sq. in. (sq. cm) SECTION D SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Inform I verfify that the Information in Sections ,4, B, end C on (his certificate represents my best efforts to interpret the dale available. understand t th ha att z any false statement may be punishable by Arra or fnr/rrisoumerrt under 16 U.S. Code, Section 100!. CEftTIFiEfE ARLES W. CARR LICE NO. 1060 �� COMPANY ALL SOUTH SURVEYORS, INC. 3 '1S'E TEMB J u �nr17 e _ P rIn) 553 -1410 T N.H •0 p rN CI a nw r%i01.. 1/, et.t .. r ► -t— i d " V rpY \0- ?ti 1 - "d".". ifd 1 :i 1 4 . p.Vf • V la ^ ..� Pip. .0 - u. 0 rrep..%,n 11 s2 o5 5 0. e,� 33138 ZIP CODE IMPORTANT: to the spaces, copy the corresponding information from Section A. SUt 1 Q STREET ADDRESS (tr+asiuriirag Apt.. Unit, suit*, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. g6g N_E_ 92 TTREET _ AflI SHORES FLCWTA SECTION Q - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both Sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS INFORMATION PROVIDED BY ARCHITECT, LAWRENCE SIMON, FROf HIS PROPOSED PLANS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED Check here If attachments FOR ZONE AO and ZONE A (WITHOUT BFE) Far Zane AO and Zona A (without 8FE), complete Items E1 through E3. tithe Elevation Caracole is Intended ibr use as supporting krblmellon for a LOMA or LOMR - F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed see pages f3 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (lnduding basement or enclosure) oldie building is ) I i ft.(m) ( J tin.(cm) L$ above or t bet a (check one) the highest adjacent grade. E3. For Zone AO only: 0 no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's Iloodpt to management ordinance? jyes I No i _ 1 Unknown. The local official must certify this information In Section 0. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE CERTIFICATION r . The property owner or o wner's authorized representative who completes Sections A, 0, end E for Zone A (without a FEMA-Issued or corrnnuntty- issued 8FE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE TS 134 CS. DATE PERMIT ISSUED .00AL OFFICIAL'S NAME CMMUNITY NAME itGNATURE 3QMMENT$ =blA From Al .'1 Al w rat CITY DATE SECTION 0 - COMMUNITY INFORMATION (OPTIONAL he local oMeta; who le authorized by law or ordinance to administer the community's ftaodplaln management ordinance can complete Sens A, 3 C (or E), and © of thie Elevation Certificate. Complete the applicable item(s) end sign below. N. The Infomration in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who Is authorized by state or focal law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) i2. Lp A community official completed Section E for a building located in Zone A (without 4..Fl MA- Issued or community sued BFE) or Zone AO. • 0. L„) The following tnfntmation (Items 04 -G9) Is provided for community floadpiatn managetlterit purposes. G8. DATE CERTIFICATE OF CoMPLIANCt1OCCUPANCY ISSUED 7. This permit has been issued for 9.J New Construction Li Substantial Improvement 8. Elevation of as -built lowest floor (including basement) of the building is: 9. BFE or (in Zone AO) depth of flooding at the building site Is; TITLE TELEPHONE DATE STATE TELEPHONE ZIP CODE _ • it.(m) @stunt: • .L(m) Datum: U Check here If attachments 1 Q Check stele 11 attachments BFPO AP:RA AI 9 PizovIr'1 9fw FP9mruktra tice EU_LD :`ic 3.iFW - :+.`ii` Z. 2 EL: E,'TDING °EM T /MMACr1RS RMIS:3,a.T_ICN Coy of STATE CF FLORIDA sml _: _C ICN (DER) ST. iE 'LRATION AND DADE C xmrI'Y CCMPT` E4CY ISM. c^_ Copy of cIrrent CCCUPATIONA1, LICENSE - business is 'located. - municipality wI:`= Certificate of Insurance for Lr�ar.rr5► (add_ _ to `damp Sccc_cs Village) Ca' t =f late of Insurance for WORKER'S COMP (addresser to Miani S?.oresVillage) or if exempt. State of Florida LEES.. Form EC -204, Construction dus` i Notice of Election to be Exempt. PLEASE SUBMIT EVEJ,v-ZILNG C 'm CFE' P°_anit Application (signed by performing the work, licensed cunt actor and the property owner, both signatures notarized). T wo sets of places /dr jngs sicced and sealed - . 2- ng =r ° -e-` • Occupancies GYccrn Classification 2 by registered arc•,irect or by tract be on plans and permit application. All plans must include folio number and pr address.. Amended plans, in addition to the above must ircrad� lod ty w it number. e the Stzuc*aaal Calculations signed and sealed ed by arciliteut or engineer when applicable. icable. 1,./current survey of the property. Ce - Tti£icate of Elevation signed and sealed by Surveyor. X7 Substantial Improvements Checklist (contactor or owner) Four sets of energy calculations, signed and sealed ( Ti3v sets of signed & sealed Truss plans (Engineer.). h&DE Coozity or State of Florida sheds, Indows, exterior/garage ennciosures, snuttters awnings, s' 'c Approvals from FIRS, DADE County Impact Fee Section, Fire .ealth i � nt (when acolib_e). DERI Warranty Deed or Other Proof of 0..n°sship if necessary. Stzuc.tuLdl Review fee4 q 5' ® - 0 of Commencement 0 1( ,c 0 Department a • Pr Approvals for roof materials, doors - aluminum carports, see=r. y lights, Errelc: 'cars and etc. a.1 1015 LAWRENCE A. SIMON ARCHITECT AR6911 ARCHITECTURE - CONSTRUCTION MANAGEMENT To: Dade County Health Department RE: Mike Meer Residence 969 N.E. 92 Street, Miami Shores 10/07/02 The above- performed site had a single- family residence that was demolished a few years ago. Visual inspection shows the CBS fences are the only remaining structures and there is no evidence of the original septic tank. Inspection of the abutting neighbors showed no potable water wells or encroaching septic systems. Based on the above facts, the proposed system for the residence should not impact the surrounding properties. Regar 1773 N.E. 162nd Street • North Miami Beach, FL 33162 (305) 945 -3569 • Fax: (305) 945 -5419 wren e Siina Architect FEDERAL EMERGENCY 141ANAGEMEN r AGENCY NA"f IONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. BUILDING OWNER'S NAME MICHAEL NEYER LATITUDE/LONGITUDE (OPTIONAL) IIORIZONTAL DATUM: ( ,1rt -art' - 110.,10• or !10.11,1111111°) Il NAD 1927 11 NAD t 1)83 N/A ADDRESS9245 1 14TH STREET SIGNATURE FFIUTA Farm 11 Al Ir nn SECTION A - PROPERTY OWNER INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION RN= t?r= VI:PRP CIIII' rnr? rYItIritn it'rl(1ti U.M.B. No. 3067 -0077 Expires July 31, 2002 LICENSE NUMBER P S NU 1060 IfiliCm I , FLOR DA 331W sol iiu i pmP nY :..... s. ; i BUILDING STREET ADDRESS Including ApI., Unit, Sulte, end /or Bldg. No.) OR P.O. ROUTE AND BOX NO, 11;71 ? " ° �N ! EF 1 F I 969 N.E. 92ND STREET kw!, E ik }, £ lja : III i ....: SS7 :: S.vf: ? <�� STATE FLORIDA ZIP CODE MI MIAMI SHORES, 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, lax Pe el Number Le al De criplio t etc L0 , AMEND. PLAT OF GOLDEN GATE PAR - P B � 1', PG �4, MIAMI -DADE COUNTY -- 6 eg E1�1'�'_ , ycvr fesidenlial, Addition, Accessary, ele. Use Commends section If necessary.) SOURCE: 11 CPS (Type): U809 Cued Map Li Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION IT F P COMMUNITY AME 8 3Tivi IUNi Y FjUMBER 11 C T` OUN dl1M TA E B3. STATE MIAMI SHORES 120652 MIAMI -DADE FLORIDA 84. MAP AND PANEL 85 SUfr•iY 118, fij /M INDEX V 87. FIRM 88. FLOOD 89. BASE FLOOD ELEVATIONS) ( ) J 7 -17 -95 7 -17- 95(3 -2- (Zone AO, use depth of flooding) NUMBER ()ME EFFECTIVE /REVISED DATE ZONE 8 0093 94) X " N/A 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In B9. IJ FIS Profile X II FIRM 1__.1 Community Determined Li Other (Describe): 1311. Indicate the elevation datum used for the WE in 139: IX_I NGVD 1929 I NAVD 1988 1J Other (Describe): 812. Is the building located Ina Coastal Barrier Resources System (CURS) area or Otherwise Protected Area (OPA)? (J Yes ILI No Designation Date: N/A SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: X X PonstructIon Drawings* t_jeulwtng Under Construction* I [Finished Construction 'A new Elevation Certificate will be required when construction of the building Is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the buliding for which this certificate Is being completed - see pages 8 and 7. If no diagram accurately represents the buliding, provide a sketch or photograph.) C3. Elevations —Zones Al -A30, AE, AI-t, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR /AE, AR /A1 -A30, AR /AH, AR /AO Complete Items C3a -I below according to the building diagram specified In Item C2. State the datum used. If the datum Is different frorn the datum used for the BFE In Section 13, convert the datum to tile! used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum N (w n Conversion /Comments NONE Elevation reference mark used M -D CTY Does the elevation reference mark used appear on the FIRM? Li Yes QA No O a) Top of bottom floor (Including basement or enclosureP R 0 P 0 S E D 11_3_0114m) 1 O b) Top of next higher floor PROPOSED 12.. O 0 It.(rn) N O c) Bottom of lowest horizontal structural member (V zones only) N/A . n.(m) O d) Attached garage (top of slab) PROPOSED 11.,f0 n.(m) 1 O e) Lowest elevation of machinery and /or equipment w m servicing the buliding PROPOSED 11.. 0 0 R.(rrt) 11 O () Lowest adjacent grade (LAG) PROPOSED 0..,� n.(m) it 0 g) Highest adjacent grade (11AG) PROPOSED 10..5 n.(n,) O h) No. of permanent openings (flood vents) within 1 It. above adjacent grade N/A ❑ 1) Total area of all permanent openings (flood vends) In C311 N/A sq. in. (sq. cm) ALL SOUTH SURVEYORS SEPTEMBER 11, 2002 STATE OF FLORIDA PLS NO. 1060 This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. 1 certify that the Information in Sections A, B, and C on this certificate represents my best efforts to Interpret the date available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFI Efj;$,t(A J 4I E S w. CARR TITLE (( R NN E SI D E NL COMPANY NAME ALL SOUTH SURVEYORS, INC. OTEIlER 11, 20fl7 553 -1410 Pt=PI Ar -r - AI r PPFVrnr rrirrinrrc IMPORTANT: In these spaces, copy the corresponding Information from Section A. BUILDING STREET ADDRESS (Including Apt., Unll, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 969 N.F. 97Nn STRFFT CITY MIAMI SHORES, SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS INFORMATION PROVIDED BY ARCHITECT, LAWRENCE SIMON, Li Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E3. /f the Elevation Certificate is Intended for use as supporting lnformaton for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages B and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LL ft.(m) LJ above or L f below (check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's flood lain management ordinance? I Yes Li No L I Unknown. The local official must certify this Information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - Issued or community- Issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. Lj The Information In.Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2. L( A community official completed Section E for a building located in Zone A (without 4. Issued or community- Issued BFE) or Zone AO. 33. L1 The following information (Items G4 -G9) Is provided for community floodplain managerberit purposes. 04. PERMIT NUMBER G5. DATE PERMIT ISSUED GO. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED 37. This permit has been issued for LJ New Construction 1_1 Substantial Improvement 38. Elevation of as-built lowest floor (including basement) of the building Is: . ft.(m) Datum: 39. BFE or (In Zone AO) depth of flooding at the building site is: . ft.(m) Datum: LOCAL OFFICIAL'S NAME SIGNATURE COMMENTS :FMA Fnrm R1-11 Al In QA F FROM HIS PROPOSED PLANS. CITY DATE TELEPHONE TITLE COMMUNITY NAME TELEPHONE DATE 33138 ZIP CODE STATE ZIP CODE (I Check here if attachments LJ Check here if attachments PFPI AC.FC Al I PRFVIf111C FIlmT1f1NC B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/1995 03/02/1994 X N/A FOLIO #: 1132060060031 C.O.R.: 10.65 FT 4- 0001288 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME MICHAEL MEYER BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 969 NE 92 ST LATITUDE /LONGITUDE (OPTIONAL) ( ## - ##' - ##.##" or ##.#####) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. For Insurance Company Use: Policy Number Company NAIC Number CITY STATE MIAMI SHORES FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 3 Block of AMENDED PLAT OF GOLDEN GATE PARK according to the plat thereof as recorded in Plat Book 7 at Page 54 of the public records of MIAMI -DADE County, Florida. BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL HORIZONTAL DATUM: SOURCE: I I GPS (Type): I —I USGS Quad Map IXI Other: NGVD 1929 I I NAD 1927 I I NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 33138 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FL B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1 I FIS Profile I X I FIRM 11 Community Determined I I Other (Describe): B11.Indicate the elevation datum used for the BFE in B9: IX I NGVD 1929 I I NAVD 1988 I 'Other (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I_'Yes 1 X No Designation Date: C1. Building elevations are based on: I I Construction Drawings* 1 1 Building Under Construction* 1 X I Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion /Comments N/A Elevation reference mark used 90 Does the elevation reference mark used appear on the FIRM? a) Top of bottom floor (including basement or enclosure) 13.06 ft.(m) o b) Top of next higher floor N/A ft.(m) ▪ c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) o d) Attached garage (top of slab) 11.56 (Um) • e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments area.) 10.93 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 10.66 (Um) ▪ g) Highest adjacent (finished) grade (HAG) 11.36 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ▪ i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER John Ibarra 5204 TITLE COMPANY NAME Professional Land Surveyor NOVA SURVEYORS, INC. ADDRESS 5582 N.W. 7!4' ST ;E SIGNATURE FEMA Form 81 -31, iT 2003 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION , SUITE 202 IXI Yes 1I No e Number, Embossed Seal, Signature, and Date CITY STATE ZIP CODE MIAMI FL 33126 DATE TELEPHONE 02/04/2004 (305) 264 -2660 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces. copy the corresponding information from Section A. 4-0001288 BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 969 NE 92 ST CITY STATE ZIP CODE Company NAIC Number MIAMI SHORES FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) . Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION C3(E) LOWEST ELEVATION OF MACHINERY IS THE A/C PAD SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1 I I ft.(m) I I 1 in.(cm) I 1 above or 1 I below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1 1 1 ft.(m) I I I in.(cm) above the highest adjacent grade. Complete Items C3.h and C3.1 on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I 1 Yes 1 1 No I I Unknown. The local official must certify this information in Section SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME MICHAEL MEYER ADDRESS CITY STATE ZIP CODE 969 NE 92 ST MIAMI SHORES FL 33138 SIGNATURE DATE TELEPHONE COMMENTS The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. GI. I 1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1 I A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. I 1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER SECTION G - COMMUNITY INFORMATION (OPTIONAL) G5. DATE PERMIT ISSUED G7. This permit has been issued for: I I New Construction I I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: ft.(m) Datum: G9. BFE or (in ZONE AO) depth of flooding at the building site is: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I I Check here if attachments FEMA Form 81 -31, JAN 2003 REPLACES ALL PREVIOUS EDITIONS ISSUED For Insurance Company Use: Policy Number I Check here if attachments I Check here if attachments G6. DATE CERTIFICATE OR COMPLIANCE/OCCUPANCY